GENERATOR FUEL RELEASES YEAR 2 - SEMIANNUAL MONITORING

GENERATOR FUEL RELEASES YEAR 2 - SEMIANNUAL

MONITORING REPORT FOR TUPPERWARE IT BUILDING

TUPPERWARE BRANDS CORPORATION

14901 SOUTH ORANGE BLOSSOM TRAIL ORLANDO, FLORIDA

FDEP Facility I. D. No. 48-8521966

JANUARY 2020

Prepared for:

Tupperware Brands Corporation 14901 South Orange Blossom Trail Orlando, Orange County, FL 32837

Prepared by:

HSW Engineering, Inc. 605 E. Robinson St., Suite 308

Orlando, Florida 32801 (407) 872-6893

HSW Project No: 6CN800101

(407) 872-6893 ■ 605 E. Robinson St.., Suite 308 ■ Orland, FL 32801 ■ www.hsweng.comEngineering and Scientific solutions within your reach…

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January 15, 2020

Orange County Environmental Protection Department (OCEPD) Attn: Mr. Kevin Thornton Senior Environmental Specialist 3165 McCrory Place, Suite 200 Orlando, Florida 32803

Re: Generator Fuel Releases Year 2, Semiannual Monitoring Report for Tupperware IT Building Tupperware Brands Corporation 14901 South Orange Blossom Trail Orlando, Florida 32837 FDEP FAC ID No: 48-8521966 HSW Project No: 6CN800101

Dear Mr. Thornton:

HSW Engineering, Inc. (HSW) appreciates the opportunity to submit this Year 2, Semiannual Monitoring Report to OCEPD on behalf of Tupperware Brands Corporation (Tupperware) summarizing work performed on Site between June and November 2019, including diesel fuel and petroleum contact water recovery via absorbent socks and groundwater sampling at the above referenced facility. If you have any questions, please do not hesitate to contact us.

Sincerely, HSW Engineering, Inc.

Tiffany Johnson, M.S. Andrew M. Lawn, M.S., P.G. Staff Scientist II Principal Hydrogeologist

TCJ/JPC/AML

Attachments

cc: Kimberly Bauman at [email protected], Tupperware Brands Corporation

mailto:[email protected]

Tupperware Brands Corporation Year 2, Semiannual Monitoring Report

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CONTENTS

STATEMENT OF PROFESSIONAL REVIEW .............................................................. I

1. PROJECT BACKGROUND ................................................................................. 1

2. FIELD ACTIVITIES ............................................................................................ 6

2.1 Absorbent Socks ............................................................................................................ 6

2.2 Free Product Gauging .................................................................................................... 6

2.3 Sub-Slab Soil Vapor Exhaust System Air Monitoring ...................................................... 6

2.4 Groundwater Sampling .................................................................................................. 6

3. FINDINGS ....................................................................................................... 7

3.1 Absorbent Socks ............................................................................................................ 7

3.2 Free Product Gauging .................................................................................................... 7

3.3 Groundwater Flow Direction ......................................................................................... 7

3.4 Groundwater Laboratory Analytical Results .................................................................. 7

4. CONCLUSIONS ................................................................................................ 8

TABLES 1. Absorbent Sock Product Thickness Summary 2. Free Product Measurement Summary 3. Groundwater Elevation Summary 4A. Groundwater Monitoring Well Analytical Summary – VOAs, EDB, and Lead 4B. Groundwater Monitoring Well Analytical Summary – PAHs and TRPH

FIGURES 1. Aerial Map 2. Site Map 3. Groundwater Elevations November 2019 4. Groundwater Quality (June 2019 and November 2019) APPENDICES A. OCEPD Approval Letter dated August 28, 2019 B. Field Notes for Absorbent Sock and Free Product Gauging/Recovery Events C. Groundwater Sampling Logs with Equipment Calibration Logs D. Groundwater Laboratory Analytical Report




1. PROJECT BACKGROUND

The site assessment area, hereto referred as the “Site,” is located on the eastern side of the south wall of the IT Building associated with Tupperware located at 3175 N Orange Blossom Trail, Kissimmee, Osceola County, Florida. The Site is located along the southern boundary of the overall Tupperware campus and is bounded directly to the north by the IT building, to the south by a wooded area, and to the west and east by stormwater ponds. An aerial map indicating the approximate Site location is provided as Figure 1. A Site Map illustrating the location of buildings, ponds, monitoring wells, and other Site features is provided as Figure 2. According to a Florida Department of Environmental Protection (FDEP) Storage Tank Facility Discharge Site Inspection Report dated February 13, 2017, on February 10, 2017, approximately 750 gallons of diesel fuel spilled outside the IT generator room and impacted groundwater due to a failure of the generator day tank fill level device. Immediately following the release, on February 10, 2017, SWS Environmental Services (SWS) was contracted through Triumvirate Environmental, Inc. (TEI) to mobilize to the Site and perform emergency response (ER) activities. These activities were summarized in an Incident Report dated April 21, 2017 prepared by SWS and submitted to TEI. Based on this report, from February 10 through 15, 2017, SWS removed approximately 36.96 tons of diesel-impacted soil and approximately 155 gallons of diesel-impacted water, including approximately 100 gallons of free-floating diesel fuel. In addition, SWS collected three confirmatory side wall samples (CS-1 through CS-3) for laboratory analysis from the east, west, and south walls of the excavation prior to backfilling. Results of the confirmation soil samples indicated that no contaminants of concern were found to exceed Soil Cleanup Target Levels (SCTLs) for residential, commercial, or leachability standards, per Chapter 62-777 F.A.C., Table II. On March 28, 2017, SWS transported this waste to Clark Environmental, Incorporated (Clark) for thermal treatment. On February 17, 2017, HSW conducted a site visit and observed that a portion of the soil source removal excavation along the building remained open to allow on-going recovery of diesel fuel free product (which apparently spread beneath the building) that accumulated on the exposed groundwater surface. Free product floating on groundwater at a depth of approximately 3 to 4 feet below ground surface was observed at two areas where groundwater had been exposed near the wall of the building. Utility lines, including fiber optics, were also observed in the open excavation area. HSW submitted a Site Assessment Report (SAR) dated October 9, 2017 to OCEPD detailing source removal and site assessment activities performed at the Site from April 12 through June 5, 2017. Activities included installation and operation of a dual phase extraction (DPE) system that recovered 3,126 gallons of free product and petroleum contact water (PCW), monitoring well installation, installation of a solar-powered sub-slab vapor extraction system (SSVES) that recovered an estimated mass of 12.68 lbs. of total petroleum hydrocarbons (TPH), soil vapor sampling, free product gauging, and groundwater sampling. Based on results of the assessment activities, HSW recommended the following:

Continued operation of the SSVES monthly for one quarter, then quarterly, with extracted vapor sampling for laboratory analysis using EPA Method 18 until two consecutive, non-detect results are obtained;

Free product gauging coupled with installation and removal/disposal of absorbent socks in MPE wells exhibiting presence of residual product, if any, monthly for six months and quarterly




thereafter, thru seasonal changes of one year, or until product is no longer apparent, or a different remedy is devised, if necessary; and

Quarterly groundwater monitoring for a minimum of one year to prove residual contaminants are not migrating and are expected to naturally attenuate, followed by determination of closure with controls, or continued long-term monitoring, or no further action.

This report was approved by OCEPD in a letter dated November 3, 2017. HSW submitted a Y1Q1 Status Report dated June 13, 2018 detailing Site activities performed from January 24 through March 28, 2018. Activities included free product gauging coupled with installation and removal/disposal of absorbent socks in MPE wells, SSVES sampling, and groundwater sampling. Based on the Y1Q1 results, the following conclusions were made:

FP more than 0.01-ft. was not observed in MPE wells throughout this quarter;

Approximately 0.81 gallons of FP was absorbed by the PIGs;

The SSVES effectively captured accumulated vapors beneath the IT building and removed about 8.5 pounds of TPH;

Residual diesel fuel remained beneath the IT building; and

Contaminant concentrations in samples collected from monitoring wells DW-1 and MW-1 through MW-4 were below their respective GCTLs for each analyte sampled.

Based on these conclusions, HSW recommended the following:

Continued operation of the SSVES with quarterly air sampling for laboratory analysis using EPA Method 18 until two consecutive, non-detect results are obtained;

Continued free product gauging coupled with installation and removal/disposal of absorbent socks in MPE wells monthly for the next quarter; and

Continued quarterly groundwater monitoring as required by Florida Administrative Code (FAC) Rule 62-780.680(3)(c)2.

This report was approved by OCEPD in a letter dated July 18, 2018. HSW submitted the Y1Q2 Status Report, dated August 3, 2018 detailing Site activities performed from April 2018 through June 2018. Activities included free product gauging coupled with installation and removal/disposal of absorbent socks (PIGs) in MPE wells, SSVES sampling, and groundwater sampling. Based on the results of the Y1Q2 field activities, HSW concluded the following:

FP more than 0.01-ft. was not observed any MPE wells throughout the quarter;

Approximately 1.02 gallons of FP was absorbed by the PIGs;

The SSVES is effectively capturing accumulated vapors from residual diesel fuel beneath the IT building; and

Contaminant concentrations detected in samples from monitoring wells DW-1 and MW-1 through MW-4 were below their respective GCTLs for each analyte sampled.





Continued operation of the SVSES with quarterly air sampling from the effluent sample port for laboratory analysis using EPA Method 18 until two consecutive, non-detect results are obtained;

Continued free product gauging coupled with installation and removal/disposal of PIGs in MPE wells quarterly for the next two quarters; and

Continued quarterly groundwater monitoring as required by FAC Rule 62-780.680(3)(c)2 for a minimum of one year to prove residual contaminants are not migrating and are expected to naturally attenuate, followed by determination of closure with controls, or continued long-term monitoring, or no further action.

This report was approved by OCEPD in a letter dated August 17, 2018. On August 14, 2018, Tupperware submitted a Discharge Report Form (DRF) to the FDEP detailing the release of approximately 300 gallons of diesel fuel due to a mechanical failure of the backup generator’s day tank float system. Following the release, Petrotech Southeast, Inc. (Petrotech) and HSW were contacted to perform ER services, as detailed below. Email correspondence between Tupperware and OCEPD dated August 17, 2018, indicated the release occurred inside the generator room in which approximately two inches of diesel product was visible on the floor and appeared to have migrated between the wall and floor to the subsurface beneath the building. Leakage from the door of the room appeared to be undetectable. Included in the Y1Q2 Status Report review letter from OCEPD dated August 17, 2018, OCEPD indicated they were aware of the second release and recommended that quarterly groundwater monitoring be discontinued, and source removal efforts be implanted in accordance with Rule 62-780.500, F.A.C. HSW submitted a Source Removal Report Form with attachments dated October 16, 2018 to OCEPD providing volumes of soil and liquid removed including field notes, manifests and weigh tickets, summary tables, and laboratory analytical results. Approval or correspondence from OCEPD regarding this submittal has not been received. HSW submitted a Y1Q3 Status Report, dated November 1, 2018 detailing Site activities performed from July 2018 through September 2018. Activities included free product gauging coupled with installation and removal/disposal of absorbent socks in MPE wells, SSVES sampling, groundwater sampling, and ER/source removal activities. HSW estimated that of the 750 gallons of diesel from the February 2017 spill, 27 to 195 gallons remained in the subsurface, and, of the 300 gallons of diesel from the August 2018 spill, 67 to 164 gallons remains in the subsurface. Based on the results of the Y1Q3 field activities, HSW concluded the following:

An estimated total of 94 to 359 gallons of diesel fuel remained in the subsurface following the February 2017 and August 2018 releases.






Continued operation of the SVSES with quarterly air sampling from the effluent sample port for laboratory analysis using EPA Method 18 until two consecutive, non-detect results are obtained;

Continued free product gauging coupled with installation and removal/disposal of absorbent socks in MPE wells monthly until no free product as defined in Chapter 62-780.680(3)(c)2; and

Continued quarterly groundwater monitoring; and

Perform Site Assessment to determine the extent of diesel impacted soil and groundwater in the immediate vicinity of the generator room, including inside the generator room and rooms to the north and west.

This report was approved by OCEPD in a letter dated November 15, 2018 with a request for updated information in a report due January 15, 2019. HSW submitted a Y1Q4 Status Report, dated January 15, 2019 detailing Site activities performed from October 2018 through December 2018. Activities included free product gauging coupled with installation and removal/disposal of absorbent socks in MPE wells, SSVES sampling, and groundwater sampling. Based on the results of the Y1Q4 field activities, HSW concluded the following:

FP more than 0.01-ft. was most-recently observed in wells MPE-3, -9, -10, and -12;

Approximately 1.73 gallons of FP was absorbed by well socks;

The SSVES is capturing accumulated vapors from residual diesel fuel beneath the IT building; and



Continued operation of the SSVES with quarterly air sampling from the effluent sample port for laboratory analysis using EPA Method 18 until two consecutive, non-detect results are obtained;

Continued free product gauging coupled with installation and removal/disposal of absorbent socks in MPE wells monthly until free product as defined in FAC Rule 62-780.200(20) is not detected; and

Continued groundwater monitoring, on a semi-annual frequency; and

Delineation of diesel impacted soil and groundwater beneath the generator room and rooms to the north and west to facilitate determination of whether additional remedial actions are warranted to achieve administrative closure.

This report was approved by OCEPD in a letter dated July 26, 2019.

HSW submitted a Year 2, First Semi-Annual Monitoring Report, dated August 16, 2019 detailing Site activities performed from January 2019 through June 2019. Activities included free product gauging coupled with installation and removal/disposal of absorbent socks in MPE wells, SSVES sampling, and groundwater sampling. Based on the results of the Year 2, First Semi-Annual Monitoring field activities, HSW concluded the following:




Soil contamination in excess of the SCTL exists within the vadose zone beneath the north room, generator room, and west room;

FP more than 0.01-ft. was most-recently observed in wells MPE-1, -2, -3, -4, -5, -7, -9, -10, -11, -12, -15, -16, -17, -18, -19, -20, -21, and -22;

Contaminant concentrations in samples from boundary wells MW-1 through MW-4, including deep monitoring well, DW-1, have been below GCTLs since June 2017;

A sample from newly-installed upgradient monitoring well MW-6 had no contaminants exceeding GCTLs; however, the sample from down gradient/side gradient newly-installed monitoring well, MW-5, had benzene at a concentration exceeding its GCTL;.

Approximately six gallons of FP was absorbed by well socks;

Approximately six gallons of FP has been recovered since December 2018 by the SSVES from volatile vapors beneath the generator room;

Approximately 15 gallons of FP in 1,195 gallons of PCW were extracted during the April 2019 FP recovery event; and

A combined total of approximately 200 gallons of free product remains in the subsurface as of June 2019.


Continued operation of the SSVES with quarterly air sampling from the effluent sample port for laboratory analysis using EPA Method 18 until two consecutive, non‐detect results are obtained;

Continued free product gauging coupled with installation and removal/disposal of absorbent socks in MPE wells monthly until free product as defined in FAC Rule 62-780.200(20) is not detected; and

Continued groundwater monitoring, on a semi-annual frequency; and

Initiate additional remedial actions to improve FP recovery efficiency and groundwater and vadose zone contamination beneath the generator room.

This report was approved by OCEPD in a letter dated August 28, 2019 (Appendix A).




2. FIELD ACTIVITIES

2.1 Absorbent Socks HSW continued maintenance of 1.5-inch diameter x 18-inch long monitoring well skimmer socks in each of the thirteen MPE wells. The socks are made of polypropylene and designed to act as skimmers that float on top of the oil/water interface and absorb only oils and oil-based liquids. HSW mobilized to the Site to remove the socks from MPE-1 through MPE-24 and measure staining on June 17, July 11, August 12, September 16, October 14, and November 14, 2019. Each sock was disposed in a DOT-approved drum staged on Site for disposal off-Site at a later date. Field notes for each activity are provided in Appendix B. 2.2 Free Product Gauging Free product thickness measurements were made approximately one week following sock removal to allow product to equilibrate in MPE wells. HSW mobilized to the Site and made product thickness measurements from wells MPE-1 through -24 using an oil/water interface probe on June 24, July 18, August 19, September 25, and October 21, 2019, from wells MPE-1 through -24. HSW inadvertently did not collect free product thickness measurements during the November 2019 field visit; however, in trying to schedule the sampling HSW’s services were discontinued pending source removal activities by others. Field notes are provided in Appendix B. 2.3 Sub-Slab Soil Vapor Exhaust System Air Monitoring HSW inadvertently did not collect an air sample from the exhaust fan during the November 2019 sampling event; however, in trying to schedule the sampling HSW’s services were discontinued pending source removal activities by others. 2.4 Groundwater Sampling On November 21, 2019 HSW mobilized to the Site and collected groundwater samples from monitoring wells MW-1 through MW-6 and DW-1. Prior to collecting groundwater samples, HSW collected static depth to water measurements from the wells. Each monitoring well was purged with a peristaltic pump in accordance with the Florida Department of Environmental Protection (FDEP) Standard Operating Procedures for Field Activities, DEP-SOP-001/01, FS-2200, and Groundwater Sampling Variances and Clarifications for Bureau of Petroleum Storage Systems Sites, PCS-005. Following purging, each groundwater sample was placed in laboratory supplied containers, stored on wetted ice and transported to Europhins TestAmerica Laboratories, Inc. (TestAmerica) under proper chain-of-custody documentation for analysis of BTEX/MTBE by EPA Method 8260, PAHs by EPA Method 8270D_SIM, and TRPH by the FL-PRO Method in monitoring wells MW-1 through MW-6 and DW-1. Purge water generated during sampling was spread on an impervious surface for volatilization. Groundwater sampling and equipment calibration logs are provided in Appendix C.




3. FINDINGS

3.1 Absorbent Socks According to the manufacturer, each sock can absorb approximately 17 ounces (oz.) or .13 gallons of oil equating to approximately 0.007 gallons per inch (gal/in). Based on this, a total of approximately 8.05 gallons of free product was absorbed from the MPE wells between June and November 2019. The sock staining measurements and approximate adsorbed volumes are tabulated on Table 1. 3.2 Free Product Gauging Free product as defined in Chapter 62-780.200(20) F.A.C as non-aqueous phase liquid in excess of 0.01-foot thickness, was most-recently found in wells MPE-1, -2, -3, -4, -5, -6, -9, -11, -12, -16, -17, -18, -19, -20, -21, -22 and -24 at thicknesses ranging from 0.02 ft to . Following product measurements, new socks were installed in each MPE well during the June, July, August, September, and October 2019 FP gauging events; however, HSW did not install absorbent socks in MPE wells with FP following the November 2019 field visit due to the discontinuation of HSW’s services pending source removal activities by others. Product measurements are tabulated on Table 2. 3.3 Groundwater Flow Direction Based on groundwater elevations measured on November 21, 2019, a predominantly flat gradient can be observed with no discernable groundwater flow direction, however, historical flow direction is typically toward the southeast towards the wooded area. A figure indicating the groundwater elevation at each monitoring well is provided as Figure 3. DTW and water table elevation summaries are provided in Table 3.

3.4 Groundwater Laboratory Analytical Results Results of the November 21, 2019 groundwater sampling event indicate that constituents in each monitoring well sampled were below their respective groundwater cleanup target levels (GCTLs) cited in Chapter 62-777 F.A.C., Table I. Groundwater analytical results are summarized in Tables 4A and 4B and illustrated on Figure 4. A copy of the laboratory analytical report is provided in Appendix D.




4. CONCLUSIONS

Based on the findings above, the following conclusions can be made:

FP more than 0.01-ft. was most-recently observed in wells MPE-1, -2, -3, -4, -5, -6, -9, -11, -12, -16, -17, -18, -19, -20, -21, -22 and -24;

Contaminant concentrations in samples from boundary wells MW-1 through MW-4, including deep monitoring well, DW-1, have been below GCTLs since June 2017;

Approximately 46.32 gallons of FP has been absorbed by well socks since June 2017.






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TABLES

Florida Department of Environmental Protection -- Bureau of Petroleum Storage Systems -- Preapproval Program

Facility Name: Tupperware Brands CorporationFacility Address: 14901 S. Orange Blossom Trail, Orlando, FloridaFacility ID#: 49/8521966

Well No.Diameter (inches) 2.00 2.00 2.00 2.00

Well Depth (ft bls) 5.87 5.37 5.06 5.00

Screen Interval (ft bls) 0.87 - 5.87 0.37 - 5.37 0.06 - 5.06 0 - 5

DATE Thickness (Inches)

Thickness (Inches)

Thickness (Inches)

Thickness (Inches)

06/13/2017 7.00 2.00 9.00 17.0006/30/2017 7.00 4.00 4.00 8.0012/14/2017 7.00 7.50 13.50 16.5001/24/2018 6.50 7.00 7.00 7.002/19/2018 5.75 6.00 6.00 6.0003/21/2018 2.00 3.00 1.00 -4/20/2018 7.00 6.75 6.50 8.2505/23/2018 6.75 7.25 7.50 4.5006/20/2018 7.00 6.75 7.25 8.5008/30/2018 4.00 4.50 4.00 10.0009/21/2018 5.00 5.50 5.25 5.7511/21/2018 5.00 5.50 3.50 4.0012/13/2018 5.50 9.00 5.50 10.5001/03/2019 6.50 0.00 7.00 5.5002/15/2019 7.00 6.00 6.00 7.0003/13/2019 6.00 1.00 4.50 5.0004/03/2019 0.00 5.00 4.00 5.0005/24/2019 0.00 0.00 0.00 0.0006/17/2019 18.00 36.00 30.00 36.0007/11/2019 18.00 15.00 18.00 18.0008/12/2019 16.00 0.00 18.00 18.0009/16/2019 0.00 0.00 0.00 0.0010/14/2019 0.00 0.00 6.00 0.0011/14/2019 0.00 7.00 0.00 10.00

0.13 0.25 0.21

0.04 0.040.04 0.01

0.00 0.05 0.000.00

0.11 0.00 0.13 0.13

0.00 0.04 0.000.07

0.00 0.00 0.00 0.00

0.05

0.05 0.01 0.06

0.05 0.05 0.05 0.060.03

0.04

0.03 0.03

0.120.05 0.03 0.03 0.06

0.250.13 0.11 0.13 0.13

0.05 0.05 0.09 0.120.05 0.05 0.05

TABLE 1: ABSORBENT SOCK PRODUCT THICKNESS SUMMARY

MPE-1 MPE-2 MPE-3 MPE-4

Volume (gallons) Volume (gallons) Volume (gallons) Volume (gallons)

0.04 0.04 0.04 0.040.01 0.02 0.01 -0.05 0.05 0.05 0.06

0.040.04

0.03 0.04

0.05 0.05 0.05 0.03

0.00

0.05

0.00 0.04 0.03 0.04

0.07

0.030.020.04 0.04 0.04 0.04

0.04

0.000.05

0.040.05 0.05

0.00 0.00 0.00

0.06 0.07

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P:\6CN800101 Tupperware\13 Tables\ Tupperware_Reporting Tables.xlsxAbsorb Socks

Page 1 of 19Rev. 08/08/19




Well No.Diameter (inches)Well DepthScreen Interval


Thickness (Inches)

Thickness (Inches)

06/13/2017 1.00 0.50 7.0006/30/2017 0.00 0.00 3.0012/14/2017 12.50 8.50 13.0001/24/2018 6.25 6.50 6.502/19/2018 5.50 6.00 5.5003/21/2018 1.50 1.00 3.504/20/2018 7.00 7.00 7.0005/23/2018 6.50 6.75 7.0006/20/2018 6.75 6.25 8.0008/30/2018 5.00 8.00 7.0009/21/2018 6.00 6.00 5.0011/21/2018 0.00 0.00 0.0012/13/2018 7.00 6.00 5.5001/03/2019 6.00 1.00 6.0002/15/2019 6.00 6.00 6.5003/13/2019 3.00 4.00 1.0004/03/2019 3.00 3.50 2.5005/24/2019 0.00 0.00 0.0006/17/2019 18.00 0.00 0.0007/11/2019 0.00 0.00 0.0008/12/2019 14.00 8.00 6.0009/16/2019 0.00 0.00 0.0010/14/2019 0.00 0.00 0.0011/14/2019 3.00 0.00 0.00

0.02

0.05

0.04 0.05

0.05

0.05 0.04

0.04 0.040.00 0.00

Volume (gallons) Volume (gallons)

2.0 2.0MPE-5 MPE-6 MPE-7

0.01 0.010.05

0.02

0.09 0.060.00 0.00 0.02

0.04 0.04 0.040.05

0.05

5.93 5.005.55

Volume (gallons)

2.0

0.04

0.00 0.00 0.00

0.00

0.00 0.00 0.00

0.13

0.04

0.00 0.00

0.02 0.02

0.00 0.00

0.03 0.01

0.10 0.06

0.04 0.01 0.04

0.02 0.00 0.00

0.02

0.09

0.04

0.55 - 5.55 0.93 - 5.93 0 - 5

0.04 0.05

0.05

0.040.00

0.01 0.00 0.05

0.05 0.05 0.050.04 0.06

0.04 0.06

0.00 0.00 0.00



Page 2 of 19Rev. 08/08/19





Well Depth 6.92 6.92 7.79 7.75

Screen Interval 1.92 - 6.92 1.92 - 6.92 2.79 - 7.79 2.75 - 7.75


Thickness (Inches)

Thickness (Inches)

Thickness (Inches)

08/30/2018 4.00 4.00 4.00 4.0009/21/2018 8.00 5.00 6.00 6.0011/21/2018 3.00 18.00 7.00 2.5012/13/2018 7.00 6.50 5.25 26.0001/03/2019 6.00 6.00 5.50 8.0007/18/2019 3.35 6.00 6.00 3.3708/19/2019 3.05 6.00 6.00 8.0002/15/2019 6.50 6.00 5.50 6.5003/13/2019 4.00 7.00 5.50 7.0004/03/2019 3.00 12.00 5.00 5.0005/24/2019 16.00 18.00 0.00 0.0006/17/2019 0.00 0.00 0.00 18.0007/11/2019 0.00 0.00 0.00 18.0008/12/2019 7.00 18.00 6.00 12.0009/16/2019 0.00 0.00 0.00 0.0010/14/2019 0.00 0.00 0.00 0.0011/14/2019 0.00 18.00 3.00 0.00

0.13

0.04 0.080.00 0.000.05 0.13

0.00 0.00 0.00 0.000.00

0.05

0.180.05

0.00

0.00 0.13 0.02

0.040.02 0.08

0.00 0.13

0.00 0.00 0.00 0.00

0.05

0.020.06 0.04

MPE-11MPE-8 MPE-9 MPE-10

Volume (gallons) Volume (gallons) Volume (gallons)

0.04 0.040.030.03 0.03 0.03

Volume (gallons)

0.02 3.20 0.04

0.00

0.04 0.04

0.00 0.00 0.00

0.020.05 0.050.04 0.04 0.04

0.040.13

0.063.14 3.35 0.04 0.02

0.06

0.03 0.05 0.050.040.04

0.11 0.13



Page 3 of 19Rev. 08/08/19





Well Depth 7.58 7.17 12.00 12.00

Screen Interval 2.58 - 7.58 2.17 - 7.17 1 - 12 1 - 12


Thickness (Inches)

Thickness (Inches)

Thickness (Inches)

08/30/2018 4.00 4.00 -- --09/21/2018 5.50 5.50 -- --11/21/2018 0.00 0.00 -- --12/13/2018 18.00 5.00 -- --01/03/2019 13.50 10.50 -- --02/15/2019 11.00 6.50 -- --03/13/2019 3.50 2.00 -- --07/18/2019 5.60 2.00 -- --08/19/2019 5.48 2.00 -- --04/03/2019 2.00 0.00 0.50 0.5005/24/2019 18.00 0.00 0.00 0.0006/17/2019 18.00 0.00 0.00 0.0007/11/2019 18.00 0.00 0.00 0.0008/12/2019 18.00 0.00 0.00 0.0009/16/2019 18.00 0.00 0.00 0.0010/14/2019 0.00 0.00 0.00 0.0011/14/2019 18.00 0.00 0.00 0.00

--

--

Volume (gallons)

---- ---- ---- ---- ---- ---- ---- ----

0.00 0.00 0.00 0.00

MPE-12 MPE-13 MPE-14

0.07

0.000.04 0.04

0.00

0.000.13 0.00

0.13 0.00 0.00 0.00

0.05

0.00

0.03

0.00

0.080.02 0.015.58 5.78

0.13

0.04 5.45

0.000.13 0.00 0.00

0.03


MPE-15

0.01 0.00 0.000.00

0.00

0.13 0.040.09

0.00

0.13 0.00 0.00 0.00

0.13 0.00 0.00 0.00



Page 4 of 19Rev. 08/08/19





Well Depth 12.00 7.00 7.00 7.00

Screen Interval 1 - 12 1 - 7 1 - 7 1 - 7


Thickness (Inches)

Thickness (Inches)

Thickness (Inches)

04/03/2019 10.00 0.00 18.00 18.0005/24/2019 0.00 0.00 18.00 18.0006/17/2019 0.00 12.00 36.00 18.0007/11/2019 0.00 0.00 18.00 18.0008/12/2019 18.00 18.00 18.00 18.0009/16/2019 0.00 14.00 12.00 10.0010/14/2019 0.00 8.00 4.00 18.0011/14/2019 0.00 0.00 18.00 0.00

0.08 0.07

0.130.00 0.08 0.25 0.13

Volume (gallons)

0.00 0.06 0.03 0.13

0.13


0.00 0.000.07 0.00

0.130.130.13

0.00 0.00 0.13

0.00 0.10

0.13

Volume (gallons)

0.00

MPE-19

0.13


0.00 0.00

0.13 0.13 0.13



Page 5 of 19Rev. 08/08/19





Well Depth 12.00 12.00 12.00 12.00

Screen Interval 1 - 12 1 - 12 1 - 12 1 - 12


Thickness (Inches)

Thickness (Inches)

Thickness (Inches)

04/03/2019 18.00 14.00 18.00 3.0005/24/2019 18.00 3.00 18.00 0.0006/17/2019 36.00 18.00 36.00 0.0007/11/2019 18.00 18.00 18.00 0.0008/12/2019 18.00 18.00 18.00 0.0009/16/2019 10.00 10.00 18.00 0.0010/14/2019 18.00 15.00 18.00 0.0011/14/2019 18.00 18.00 36.00 0.00

0.13 0.25 0.00

0.13 0.11 0.13 0.000.07 0.07 0.13 0.00

0.13 0.02

0.13 0.13

0.13 0.10

0.13 0.13 0.130.13 0.13 0.13

0.25



MPE-23

Volume (gallons)

0.00

0.00

0.020.00

0.00

0.130.13

0.25



Page 6 of 19Rev. 08/08/19




Well No.Diameter (inches) 2.00

Well Depth 12.00

Screen Interval 1 - 12


Thickness (Inches)

Thickness (Inches)

Thickness (Inches)

04/03/2019 5.0007/18/2019 3.3205/24/2019 0.0006/17/2019 0.0007/11/2019 0.0008/12/2019 0.0009/16/2019 0.0010/14/2019 10.0011/14/2019 0.00

TOTAL PRODUCT ABSORBED TO DATE

(gallons):46.32

Note:Conversion Factor - inches of staining is converted to absorbent volume by multiplying by 0.007

0.00


3.26

0.00

0.00

Volume (gallons)

MPE-24

0.07

0.00

0.00

0.00

0.04

Volume (gallons)



Page 7 of 19Rev. 08/08/19


Facility Name: Tupperware Brands Corporation All Measurements = Feet

Facility Address: 14901 S. Orange Blossom Trail, Orlando, Florida Blank = No Data

Facility ID#: 49/8521966

Well No.Diameter (inches)Well Depth (ft bls)Screen Length (ft)

DATE DTW DTPApparent FPThickness

(ft)

True FP Thickness

(ft)DTW DTP

Apparent FPThickness

(ft)

True FP Thickness

(ft)DTW DTP Apparent FP

Thickness (ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness

(ft)4/14/2017 5.89 5.45 0.44 0.22 5.03 5.02 0.01 0.005 4.52 4.51 0.01 0.005 4.41 NP 0 04/20/2017 5.60 -- 0.00 0.00 5.24 5.22 0.02 0.01 4.72 -- 0.00 0.00 4.36 4.2 0.16 0.085/9/2017 Dry @ 5.87 (TD) Dry @ 5.37 (TD) Dry @ 5.06 (TD) Dry @ 4.83 (TD)6/5/2017 4.14 -- 0.00 0.00 4.02 -- 0.00 0.00 5.02 -- 0.00 0.00 3.12 2.99 0.13 0.066/13/2017 3.09 -- 0.00 0.00 2.68 -- 0.00 0.00 2.20 -- 0.00 0.00 1.69 -- 0.00 0.006/20/2017 2.19 -- 0.00 0.00 1.82 1.81 0.01 0.01 1.34 1.33 0.01 0.01 0.85 -- 0.00 0.006/30/2017 1.65 -- 0.00 0.00 1.72 -- 0.00 0.00 1.43 -- 0.00 0.00 0.90 -- 0.00 0.00

12/20/2017 3.16 -- 0.00 0.00 2.76 -- 0.00 0.00 2.35 -- 0.00 0.00 1.83 -- 0.00 0.001/31/2018 1.90 -- 0.00 0.00 2.87 -- 0.00 0.00 1.41 -- 0.00 0.00 1.85 -- 0.00 0.002/26/2018 3.49 -- 0.00 0.00 3.03 -- 0.00 0.00 2.65 -- 0.00 0.00 -- -- -- --3/30/2018 4.41 -- 0.00 0.00 4.10 -- 0.00 0.00 3.70 -- 0.00 0.00 5.05 5.03 0.02 0.01

04/27/2018 4.69 -- 0.00 0.00 4.30 -- 0.00 0.00 3.89 -- 0.00 0.00 5.21 -- 0.00 0.005/31/2018 2.90 -- 0.00 0.00 2.39 -- 0.00 0.00 2.13 -- 0.00 0.00 3.41 3.4 0.01 0.016/27/2018 1.66 -- 0.00 0.00 1.71 -- 0.00 0.00 1.41 1.4 0.01 0.01 2.75 -- 0.00 0.008/24/2018 4.10 -- 0.00 0.00 3.58 3.575 0.00 0.00 3.22 -- 0.00 0.00 3.07 3.06 0.01 0.009/24/2018 3.85 -- 0.00 0.00 3.41 3.4 0.01 0.01 2.98 -- 0.00 0.00 2.81 -- 0.00 0.00

11/28/2018 4.46 -- 0.00 0.00 4.12 -- 0.00 0.00 3.75 -- 0.00 0.00 3.91 3.86 0.04 0.0212/20/2018 3.98 -- 0.00 0.00 3.46 3.45 0.01 0.00 3.08 -- 1.00 0.50 3.23 -- 0.00 0.001/10/2019 4.10 -- 0.00 36 3.62 -- 36.00 18.00 3.18 36 0.00 0.00 3.32 3.31 0.01 0.007/11/2019 18.00 -- 0.00 15 3.62 -- 18.00 9.00 3.18 18 0.00 0.00 3.32 3.31 0.01 0.008/12/2019 16.00 -- 0.00 0.00 3.62 -- 18.00 9.00 3.18 18 0.00 0.00 3.32 3.31 0.01 0.009/16/2019 0.00 -- 0.00 0.00 3.62 -- 0.00 0.00 3.18 0 0.00 0.00 3.32 3.31 0.01 0.002/22/2019 3.99 -- 0.00 0.00 3.49 -- 0.00 0.00 3.10 -- 0.00 0.00 3.25 -- 0.00 0.003/20/2019 4.03 -- 0.00 0.00 5.35 -- 0.00 0.00 3.46 -- 0.00 0.00 3.62 -- 0.00 0.004/3/2019 4.70 -- 0.00 0.00 4.15 -- 0.00 0.00 3.74 -- 0.00 0.00 3.89 -- 0.00 0.004/12/2019 4.77 -- 0.00 0.00 4.28 4.27 0.01 0.01 3.88 -- 0.00 0.00 4.01 -- 0.00 0.005/30/2019 6.21 6.14 0.07 0.04 7.06 5.37 1.69 0.85 6.79 4.9 1.89 0.95 7.00 5.1 1.90 0.956/24/2019 5.41 4.89 0.52 0.26 4.71 4.47 0.24 0.12 4.43 4.03 0.4 0.20 4.45 4.19 0.26 0.137/18/2019 4.23 4.00 0.23 0.12 3.54 -- 0.00 0.00 3.64 3.07 0.57 0.29 3.45 3.01 0.44 0.228/19/2019 3.98 -- 0.00 0.00 3.42 -- 0.00 0.00 3.03 3.02 0.01 0.00 3.16 3.15 0.01 0.019/25/2019 4.31 -- 0.00 0.00 3.80 3.79 0.01 0.00 3.45 3.40 0.05 0.03 3.55 3.54 0.01 0.00

10/21/2019 3.77 -- 0.00 0.00 3.32 3.30 0.02 0.01 3.91 -- 0.00 0.00 3.10 3.05 0.05 0.03

MPE-12.005.87

5 55.372.00

MPE-2

5 55.002.00

5.06

MPE-4

TABLE 2: FREE PRODUCT MEASUREMENT SUMMARY

MPE-32.00


P:\6CN800101 Tupperware\13 Tables\ Tupperware_Reporting Tables.xlsxRW Product

Page 8 of 19Rev. 08/08/19








(ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness


Thickness (ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness

(ft)4/14/2017 5.20 4.62 0.58 0.29 4.75 -- 0 0 4.73 -- 0 0

4/20/2017 4.72 -- 0.00 0.00 5.65 5.2 0.45 0.23 5.25 5.1 0.15 0.08 4.59

5/9/2017 5.47 -- 0.00 0.00 5.91 -- 0.00 0.00 5.79 5.75 0.04 0.026/5/2017 3.45 -- 0.00 0.00 3.72 -- 0.00 0.00 3.68 -- 0.00 0.006/13/2017 2.20 -- 0.00 0.00 2.49 -- 0.00 0.00 2.45 2.43 0.02 0.016/20/2017 1.30 -- 0.00 0.00 1.59 -- 0.00 0.00 1.56 1.55 0.01 0.016/30/2017 1.43 -- 0.00 0.00 1.93 -- 0.00 0.00 2.28 -- 0.00 0.00

12/20/2017 2.33 -- 0.00 0.00 2.63 -- 0.00 0.00 2.58 -- 0.00 0.001/31/2018 1.33 -- 0.00 0.00 1.63 -- 0.00 0.00 2.60 -- 0.00 0.002/26/2018 2.61 -- 0.00 0.00 2.90 -- 0.00 0.00 2.88 -- 0.00 0.003/30/2018 3.67 -- 0.00 0.00 3.91 -- 0.00 0.00 3.88 -- 0.00 0.007/11/2019 3.85 -- 0.00 0.00 4.11 -- 0.00 0.00 4.08 -- 0.00 0.008/12/2019 14.00 -- 0.00 8.00 4.11 -- 6.00 3.00 4.08 -- 0.00 0.009/16/2016 0.00 -- 0.00 0.00 4.11 -- 0.00 0.00 4.08 -- 0.00 0.005/31/2018 2.06 -- 0.00 0.00 2.33 -- 0.00 0.00 2.06 -- 0.00 0.006/20/2018 1.45 -- 0.00 0.00 1.81 -- 0.00 0.00 2.27 -- 0.00 0.008/24/2018 3.22 -- 0.00 0.00 3.49 3.47 0.02 0.01 3.49 -- 1.00 0.509/24/2018 3.05 -- 0.00 0.00 3.17 -- 0.00 0.00 3.25 3.24 0.01 0.01

11/28/2018 3.76 -- 0.00 0.00 3.94 -- 0.00 0.00 4.05 -- 0.00 0.0012/20/2018 3.08 -- 0.00 0.00 3.26 -- 0.00 0.00 3.29 -- 0.00 0.001/10/2019 3.19 -- 0.00 0.00 3.38 -- 0.00 0.00 3.50 -- 0.00 0.002/22/2019 3.12 -- 0.00 0.00 3.29 -- 0.00 0.00 3.36 -- 0.00 0.003/20/2019 3.56 -- 0.00 0.00 3.68 -- 0.00 0.00 3.85 -- 0.00 0.004/3/2019 3.77 3.76 0.01 0.01 3.94 -- 0.00 0.00 4.01 -- 0.00 0.004/12/2019 3.89 3.88 0.01 0.01 4.08 -- 0.00 0.00 4.14 4.13 0.01 0.005/30/2019 5.29 5.27 0.02 0.01 5.43 -- 0.00 0.00 5.49 -- 0.00 0.006/24/2019 4.28 4.15 0.13 0.06 4.26 4.25 0.01 0.00 4.35 -- 0.00 0.007/18/2019 3.35 3.14 0.21 0.11 3.35 3.32 0.03 0.02 3.39 3.37 0.02 0.018/19/2019 3.05 -- 0.00 0.00 3.20 -- 0.00 0.00 3.26 -- 0.00 0.009/25/2019 3.43 -- 0.00 0.00 3.65 -- 0.00 0.00 3.66 -- 0.00 0.009/25/2019 2.94 2.93 0.01 0.00 3.10 -- 0.00 0.00 3.11 -- 0.00 0.00

Visible product but not enough to measure

MPE-62.005.93

5

MPE-52.005.55

5

Tank

55.002.00

MPE-7



Page 9 of 19Rev. 08/08/19








(ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness


Thickness (ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness

(ft)8/24/2018 5.71 -- 0.00 0.00 5.64 -- 0.00 0.00 5.49 -- 0.00 0.00 5.55 -- 0.00 0.009/24/2018 5.37 -- 0.00 0.00 5.40 -- 0.00 0.00 5.28 -- 0.00 0.00 5.33 -- 0.00 0.00

11/28/2018 6.22 -- 0.00 0.00 6.78 0.67 6.11 3.06 6.07 -- 0.00 0.00 6.09 -- 0.00 0.0012/20/2018 5.51 5.5 0.01 0.00 5.49 5.41 0.08 0.04 5.37 5.36 0.01 0.00 5.48 5.41 0.07 0.041/10/2019 5.64 -- 0.00 0.00 5.61 5.59 0.02 0.01 5.48 5.46 0.02 0.01 5.50 5.49 0.01 0.002/22/2019 5.61 -- 0.00 0.00 5.55 -- 0.00 0.00 5.38 -- 0.00 0.00 5.43 -- 0.00 0.003/20/2019 5.92 -- 0.00 0.00 5.90 5.86 0.04 0.02 5.74 5.71 0.03 0.02 5.76 -- 0.00 0.004/3/2019 6.22 -- 0.00 0.00 6.59 6.12 0.47 0.24 6.02 -- 0.00 0.00 6.08 -- 1.00 0.504/12/2019 6.35 6.33 0.02 0.01 6.34 6.3 0.04 0.02 6.16 6.15 0.01 0.00 6.22 6.2 0.02 0.015/30/2019 7.69 -- 0.00 0.00 7.71 -- 0.00 0.00 7.55 -- 0.00 0.00 8.00 7.55 0.45 0.236/24/2019 6.51 6.5 0.01 0.00 6.59 6.5 0.09 0.04 6.31 6.3 0.01 0.00 6.71 6.33 0.38 0.197/18/2019 5.60 5.58 0.02 0.01 5.78 5.52 0.26 0.13 5.40 5.38 0.02 0.01 5.56 5.4 0.16 0.088/19/2019 5.48 -- 0.00 0.00 5.45 -- 0.00 0.00 5.25 -- 0.00 0.00 5.37 -- 0.00 0.009/25/2019 5.90 -- 0.00 0.00 5.85 -- 0.00 0.00 5.69 -- 0.00 0.00 5.77 -- 0.00 0.00

10/21/2019 5.28 -- 0.00 0.00 5.43 5.23 0.20 0.10 5.10 5.08 0.02 0.01 5.11 -- 0.00 0.00



(ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness


Thickness (ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness

(ft)8/24/2018 5.47 -- 0.00 0.00 4.45 -- 0.00 0.009/24/2018 5.68 5.25 0.43 0.22 5.47 5.46 0.01 0.00

11/28/2018 6.96 1.1 5.86 2.93 5.78 -- 0.00 0.0012/20/2018 5.30 5.27 0.03 0.02 5.04 -- 0.00 0.001/10/2019 5.40 5.31 0.09 0.05 5.00 -- 0.00 0.007/11/2019 5.40 5.31 0.09 0.00 5.00 -- 18.00 9.008/12/2019 18.00 5.31 12.69 18.00 5.00 -- 18.00 9.009/16/2019 0.00 5.31 -5.31 14.00 5.00 -- 12.00 6.002/22/2019 5.29 5.14 0.15 0.08 -- 0.00 0.003/20/2019 5.67 5.61 0.06 0.03 5.41 -- 0.00 0.00 3.57 -- 0.00 0.00 3.78 3.57 0.21 0.114/3/2019 6.10 5.87 0.23 0.12 5.74 -- 0.00 0.00 3.86 3.85 0.01 0.00 3.85 -- 0.00 0.004/12/2019 6.38 6.11 0.27 0.14 5.87 -- 0.00 0.00 3.99 -- 0.00 0.00 4.01 4 0.01 0.005/30/2019 8.37 7.47 0.90 0.45 7.34 -- 0.00 0.00 5.34 -- 0.00 0.00 5.37 -- 0.00 0.006/24/2019 7.20 6.25 0.95 0.48 6.10 -- 0.00 0.00 4.15 -- 0.00 0.00 4.23 -- 0.00 0.007/18/2019 6.15 5.27 0.88 0.44 5.14 -- 0.00 0.00 3.26 -- 0.00 0.00 3.31 -- 0.00 0.008/19/2019 5.70 5.21 0.49 0.25 5.00 -- 0.00 0.00 3.15 -- 0.00 0.00 3.25 -- 0.00 0.009/25/2019 5.67 -- 0.00 0.00 5.41 -- 0.00 0.00 3.50 -- 0.00 0.00 3.65 -- 0.00 0.00

10/21/2019 5.70 5.04 0.66 0.33 5.87 -- 0.00 0.00 3.03 -- 0.00 0.00 3.07 -- 0.00 0.00

7.00


5

2.00MPE-8

572

0.00 7.00 7.00

MPE-15

2.00MPE-11

5

2.00MPE-10

572

5

2.00MPE-9

11121.5

5

1.51211



Page 10 of 19Rev. 08/08/19






Well No.Diameter (inches)Screen Length (ft)


(ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness


Thickness (ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness

(ft)3/20/2019 4.01 3.59 0.42 0.21 3.97 3.67 0.30 0.15 4.50 3.6 0.90 0.45 4.60 3.53 1.07 0.544/3/2019 3.86 -- 0.00 0.00 4.12 -- 0.00 0.00 4.60 3.99 0.61 0.31 4.80 3.82 0.98 0.494/12/2019 4.01 -- 0.00 0.00 4.07 -- 0.00 0.00 4.82 4.03 0.79 0.40 5.20 4.01 1.19 0.605/30/2019 5.38 -- 0.00 0.00 5.45 5.27 0.18 0.09 6.74 4.6 2.14 1.07 6.70 4.44 2.26 1.136/24/2019 4.38 4.17 0.21 0.11 4.20 -- 0.00 0.00 5.57 4.07 1.50 0.75 5.15 4.15 1.00 0.507/18/2019 3.32 3.26 0.06 0.03 3.69 3.29 0.40 0.20 3.70 3.32 0.38 0.19 3.39 3.33 0.06 0.038/19/2019 3.20 -- 0.00 0.00 3.96 3.10 0.86 0.43 3.70 3.18 0.52 0.26 4.01 3.11 0.90 0.459/25/2019 3.54 3.53 0.01 0.01 3.90 3.58 0.32 0.16 3.63 3.58 0.05 0.02 3.93 3.50 0.43 0.22

10/21/2019 3.05 -- 0.00 0.00 3.15 -- 0.00 0.00 3.51 3.06 0.45 0.23 3.15 -- 0.00 0.00

MPE-19

61.5

61.5

MPE-17 MPE-181.56

MPE-161.511



Page 11 of 19Rev. 08/08/19








(ft)*

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness


Thickness (ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness

(ft)3/20/2019 4.68 3.49 1.19 0.60 5.05 3.61 1.44 0.72 4.67 3.65 1.02 0.51 3.63 -- 0.00 0.004/3/2019 4.93 3.84 1.09 0.55 4.85 3.97 0.88 0.44 4.89 3.93 0.96 0.48 3.92 3.91 0.01 0.004/12/2019 5.60 3.89 1.71 0.86 4.80 4.16 0.64 0.32 4.89 4.06 0.83 0.42 4.05 -- 0.00 0.005/30/2019 7.35 5.24 2.11 1.06 5.70 5.5 0.20 0.10 6.65 5.3 1.35 0.68 5.35 -- 0.00 0.006/24/2019 5.30 4.2 1.10 0.55 4.76 4.34 0.42 0.21 4.90 4.27 0.63 0.32 4.20 -- 0.00 0.007/18/2019 3.40 3.36 0.04 0.02 3.80 3.42 0.38 0.19 3.94 3.34 0.60 0.30 3.33 -- 0.00 0.008/19/2019 4.28 3.15 1.13 0.57 4.12 3.25 0.87 0.44 4.10 3.22 0.88 0.44 3.16 -- 0.00 0.009/25/2019 4.51 3.58 0.93 0.47 4.50 3.60 0.90 0.45 4.33 3.59 0.74 0.37 3.58 -- 0.00 0.00

10/21/2019 3.33 3.15 0.18 0.09 4.43 3.10 1.33 0.67 4.61 3.01 1.60 0.80 3.12 -- 0.00 0.00

11121.5

MPE-20

11121.5

MPE-21 MPE-221.51211 11

121.5

MPE-23



Page 12 of 19Rev. 08/08/19








(ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness


Thickness (ft)

True FP Thickness

(ft)DTW DTP


(ft)

True FP Thickness

(ft)3/20/2019 3.69 -- 0.00 0.004/3/2019 3.96 3.95 0.01 0.004/12/2019 4.06 -- 0.00 0.005/30/2019 5.34 -- 0.00 0.006/24/2019 4.18 -- 0.00 0.007/18/2019 3.31 -- 0.00 0.008/19/2019 3.18 3.17 0.01 0.019/25/2019 4.21 3.52 0.69 0.35

10/21/2019 3.14 -- 0.00 0.00

Notes: FP = Free Product * = Free product thickness measured in the field which is "exagerated" by the capillary pressureDTP = Depth to product

DTW = Depth to water

ft = feetft bls = feet below land surface

** = Actual free product thickness in soil using ratio Apperent to True thickness of 2 as referenced in EPAs "How to Effectevely Recover Free Product at Leaking Underground

11121.5

MPE-24



Page 13 of 19Rev. 08/08/19





Well No. DW-1 MW-1 MW-2 MW-3 MW-4Diameter (inches) 1.5 1.5 1.5 1.5 1.5Well Depth 20.00 12.00 12.00 7.50 11.00Screen Interval 15 - 20 2 - 12 2 - 12 2.5 - 7.5 1 - 11TOC Elevation 100.10 100.00 100.11 99.84 99.78

DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP04/20/2017 - 94.50 5.50 94.67 5.44 94.06 5.78 94.24 5.5406/05/2017 95.49 4.61 95.76 4.24 95.77 4.34 95.78 4.06 95.14 4.6410/18/2017 96.10 4.00 97.47 2.53 97.49 2.62 97.46 2.38 97.48 2.303/28/2018 95.84 4.26 95.60 4.40 95.80 4.31 95.19 4.65 95.39 4.396/27/2018 96.40 3.70 97.62 2.38 97.68 2.43 97.54 2.30 97.59 2.198/24/2018 97.32 2.78 97.38 2.62 97.40 2.71 97.31 2.53 97.33 2.4512/6/2018 96.85 3.25 97.13 2.87 96.76 3.35 96.82 3.02 96.81 2.976/7/2019 95.55 4.55 95.45 4.55 95.56 4.55 94.90 4.94 95.03 4.75

11/21/2019 97.45 2.65 97.27 2.73 97.27 2.84 97.24 2.60 97.25 2.53

Well No.Diameter (inches)Well DepthScreen IntervalTOC Elevation

DATE ELEV DTW FP ELEV DTW ELEV DTW ELEV DTW ELEV DTW06/07/2019 95.15 5.58 36.00 4.7707/11/201908/12/201909/16/201911/21/2019 97.26 3.47 97.24 3.46

TABLE 3: GROUNDWATER ELEVATION SUMMARY

MW-5 MW-61.5

12.001 - 12

100.70100.731 - 1111.00

1.5


P:\6CN800101 Tupperware\13 Tables\ Tupperware_Reporting Tables.xlsxGW Elevations

Page 14 of 19Rev. 08/08/19



See notes at end of table.

Benzene Ethyl-benzene Toluene Total

Xylenes Total BTEX MTBE EDB TotalLead

Location Date (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L)100 300 400 200 -- 200

1 30 40 20 -- 20 0.02 156/5/2017 0.50 U 0.44 U 0.51 U 2.3 I 2.3 0.44 U NS NS

3/28/2018 0.25 U 0.27 U 0.24 U 0.99 I 0.99 I 0.44 U NS NS6/27/2018 0.25 U 0.27 U 0.24 U 0.53 I 0.53 I 0.44 U NS NS8/24/2018 0.25 U 0.27 U 0.24 U 0.76 I 0.76 I 0.44 U NS NS12/6/2018 0.25 U 0.27 U 0.24 U 0.54 I 0.54 I 0.44 U NS NS6/7/2019 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NS

11/21/2019 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NS6/5/2017 0.50 U 0.44 U 0.51 U NS 1.45 U NS 0.01 U 2.2 U

3/28/2018 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NS6/27/2018 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NS8/24/2018 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NS12/6/2018 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NS6/7/2019 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NS

11/21/2019 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NS6/5/2017 0.50 U 0.44 U 0.51 U 0.50 U 1.89 U 0.44 U NS NS


11/21/2019 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NS

TABLE 4A: GROUNDWATER MONITORING WELL ANALYTICAL SUMMARY - VOAs, EDB AND LEAD

DW-1

MW-1

MW-2

Sample

GCTLNADC


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Sample

NADC6/5/2017 0.50 U 0.44 U 0.51 U 0.50 U 1.89 U 0.44 U NS NS


11/21/2019 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NS6/5/2017 0.50 U 0.44 U 0.51 U 0.50 U 1.89 U 0.44 U NS NS


11/21/2019 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NS6/7/2019 2.3 0.27 I 1.2 NS NS NS 0.010 U 0.0020 U

11/21/2019 1.0 2.2 0.24 U 0.50 U 3.2 NS NS NS6/7/2019 0.72 I 2.3 0.24 U NS NS NS 0.010 U 0.0020 U

11/21/2019 0.25 U 0.27 U 0.24 U 0.50 U 1.26 U 0.44 U NS NSMW-6

MW-3

MW-4

MW-5



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Sample

NADCNotes: NA = Not Available.

NS = Not Sampled. GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 62-777, F.A.C.

NADCs = Natural Attenuation Default Source Concentrations specified in Table V of Chapter 62-777, F.A.C. ** = As provided in Chapter 62-550, F.A.C.I = Indicates a result greater than or equal to method detection limit but less than practical quanitation limit.U = Indicates a result less than method detection limit.BOLD Indicates exceedance of GCTLs. Current Sampling Data



Page 17 of 19Rev. 08/08/19



50,000 280 280 200 2,100 21,000 5 20 5 21,000 50 480 0.5 2,800 2,800 5 140 2,100 2,1005,000 28 28 20 210 2100 0.05 0.2 0.05 210 0.5 4.8 0.005 280 280 0.05 14 210 210

Location Date (mg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L)2/14/2017 0.10 U 0.047 U 0.044 U 0.037 U 0.036 U 0.036 U 0.037 U 0.043 U 0.059 U 0.040 U 0.046 U 0.051 U 0.026 U 0.051 U 0.038 U 0.037 U 0.035 U 0.039 U 0.048 U

6/5/2017 0.16 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.045 U 0.22 U 0.045 U 0.22 U 0.22 U 0.22 U 0.032 U 0.22 U 0.22 U 0.045 U 0.22 U 0.22 U 0.22 U3/28/2018 0.36 U 0.25 U 0.25 U 0.25 U 0.081 U 0.090 U 0.050 U 0.073 U 0.050 U 0.070 U 0.083 U 0.068 U 0.077 U 0.23 U 0.25 U 0.050 U 1.3 U 0.86 U 0.099 U6/27/2018 0.33 U 0.24 U 0.24 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.25 I 0.24 U 0.048 U 1.3 U 0.86 I 0.14 I8/24/2018 0.31 U 0.25 U 0.25 U 0.25 U 0.081 U 0.091 U 0.050 U 0.073 U 0.050 U 0.070 U 0.083 U 0.068 U 0.077 U 0.23 U 0.025 U 0.050 U 1.3 U 0.86 U 0.099 U12/6/2018 0.31 U 0.24 U 0.24 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.095 U6/7/2019 0.24 U 0.62 U 0.64 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.21 U

11/21/2019 0.24U 0.62 U 0.64 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.21 U6/5/2017 0.62U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.045 U 0.22 U 0.045 U 0.22 U 0.22 U 0.22 U 0.032 U 0.22 U 0.22 U 0.045 U 0.22 U 0.22 U 0.22 U

3/28/2018 0.23U 0.24 U 0.24 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.095 U6/27/2018 0.075U 0.24 U 0.24 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.095 U8/24/2018 0.083U 0.24 U 0.24 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.095 U12/6/2018 0.046U 0.24 U 0.24 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.095 U6/7/2019 0.067 U 0.62 U 0.64 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.74 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.21 U

11/21/2019 0.24 U 0.62 U 0.64 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.74 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.21 U6/5/2017 0.67U 0.22 U 0.22 I 0.22 U 0.22 U 0.22 U 0.045 U 0.22 U 0.045 U 0.22 U 0.22 U 0.22 U 0.032 U 0.22 U 0.22 U 0.045 U 0.37 I 0.22 U 0.22 U

3/28/2018 0.25U 0.22 U 0.22 U 0.22 U 0.072 U 0.080 U 0.045 U 0.065 U 0.045 U 0.062 U 0.074 U 0.061 U 0.068 U 0.21 U 0.22 U 0.045 U 1.2 U 0.77 U 0.88 U6/27/2018 0.081U 0.24 U 0.24 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.095 U8/24/2018 0.090U 0.24 U 0.24 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.095 U12/6/2018 0.070U 0.23 U 0.23 U 0.23 U 0.075 U 0.083 U 0.046 U 0.067 U 0.046 U 0.064 U 0.077 U 0.063 U 0.071 U 0.22 U 0.23 U 0.046 U 1.2 U 0.80 U 0.091 U6/7/2019 0.083U 0.62 U 0.64 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.21 U

11/21/2019 0.24 U 0.62 U 0.64 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.21 U6/5/2017 0.62U 0.22 U 0.22 U 0.22 I 0.22 U 0.22 U 0.045 U 0.22 U 0.045 U 0.22 U 0.22 U 0.22 U 0.032 U 0.22 U 0.22 U 0.045 U 2.1 V 0.22 U 0.22 U

3/28/2018 0.23U 0.22 U 0.22 U 0.24 I 0.072 U 0.080 U 0.045 U 0.065 U 0.045 U 0.062 U 0.047 U 0.061 U 0.068 U 0.21 U 0.22 U 0.045 U 3.7 0.77 U 0.088 U6/27/2018 0.075U 0.24 U 0.24 U 0.24 U 0.077 U 0.18 I 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.5 I 0.83 U 0.095 U8/24/2018 0.083U 0.25 U 0.25 U 0.25 U 0.081 U 0.091 U 0.050 U 0.073 U 0.050 U 0.070 U 0.083 U 0.068 U 0.077 U 0.23 U 0.025 U 0.050 U 1.3 U 0.86 U 0.099 U12/6/2018 0.046U 0.24 U 0.24 U 0.24 U 0.077 U 0.088 I 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.095 U6/7/2019 0.067U 0.62 U 0.64 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.21 U

11/21/2019 0.54 I 0.64 U 0.67 U 0.25 U 0.081 U 0.090 U 0.050 U 0.073 U 0.050 U 0.070 U 0.083 U 0.068 U 0.077 U 0.23 U 0.25 U 0.050 U 1.3 U 0.86 U 0.22 U

Benzo[b]fluoranthe

ne

1-Methylnaphthalen

e

MW-1

MW-2

MW-3

DW-1

Pond #1

NADCsGCTLs

Benzo[a]anthrace

neSample TRPHs Anthrace

neAcenapht

hene

TABLE 4B: GROUNDWATER MONITORING WELL ANALYTICAL SUMMARY - PAHs AND TRPHs

Fluorene

Indeno[1,2,3-

cd]pyrene

Naphthalene

Benzo[g,h,i]peryle

ne

Benzo[k]fluoranthe

neChrysene

Dibenz(a,h)anthrac

ene

Phenanthrene

2-Methylnaphthalen

e

PyreneBenzo[a]pyrene

Acenaphthylene

Fluoranthene


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50,000 280 280 200 2,100 21,000 5 20 5 21,000 50 480 0.5 2,800 2,800 5 140 2,100 2,1005,000 28 28 20 210 2100 0.05 0.2 0.05 210 0.5 4.8 0.005 280 280 0.05 14 210 210

Location Date (mg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L)

Benzo[b]fluoranthe

ne

1-Methylnaphthalen

e

NADCsGCTLs

Benzo[a]anthrace

neSample TRPHs Anthrace

neAcenapht

hene

TABLE 4B: GROUNDWATER MONITORING WELL ANALYTICAL SUMMARY - PAHs AND TRPHs

Fluorene

Indeno[1,2,3-

cd]pyrene

Naphthalene

Benzo[g,h,i]peryle

ne

Benzo[k]fluoranthe

neChrysene

Dibenz(a,h)anthrac

ene

Phenanthrene

2-Methylnaphthalen

e

PyreneBenzo[a]pyrene

Acenaphthylene

Fluoranthene

6/5/2017 0.064U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.045 U 0.22 U 0.045 U 0.22 U 0.22 U 0.22 U 0.032 U 0.22 U 0.22 U 0.045 U 0.22 U 0.22 U 0.22 U3/28/2018 0.077U 0.24 U 0.24 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.74 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.095 U6/27/2018 0.063U 0.24 U 0.24 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.095 U8/24/2018 0.071U 0.25 U 0.25 U 0.25 U 0.081 U 0.091 U 0.050 U 0.073 U 0.050 U 0.070 U 0.083 U 0.068 U 0.077 U 0.23 U 0.025 U 0.050 U 1.3 U 0.86 U 0.099 U12/6/2018 0.22U 0.23 U 0.23 U 0.23 U 0.075 U 0.083 U 0.046 U 0.067 U 0.046 U 0.064 U 0.077 U 0.063 U 0.071 U 0.22 U 0.23 U 0.046 U 1.2 U 0.80 U 0.091 U6/7/2019 0.23U 0.62 U 0.64 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.21 U

11/21/2019 0.24 U 0.64 U 0.67 U 0.25 U 0.081 U 0.090 U 0.050 U 0.073 U 0.050 U 0.070 U 0.083 U 0.068 U 0.077 U 0.23 U 0.25 U 0.050 U 1.3 U 0.86 U 0.22 U6/7/2019 1.2U 0.62 U 0.64 U 0.24 U 0.077 U 0.086 U 0.048 U 0.070 U 0.048 U 0.067 U 0.080 U 0.065 U 0.074 U 0.22 U 0.24 U 0.048 U 1.3 U 0.83 U 0.21 U

11/21/2019 1.0 0.57 U 0.60 U 0.22 U 0.072 U 0.080 U 0.045 U 0.065 U 0.045 U 0.062 U 0.074 U 0.061 U 0.068 U 0.21 U 0.22 U 0.045 U 1.2 U 0.77 U 0.20 U6/7/2019 0.21U 0.59 U 0.62 U 0.23 U 0.075 U 0.083 U 0.046 U 0.067 U 0.046 U 0.064 U 0.077 U 0.063 U 0.071 U 0.22 U 0.23 U 0.046 U 1.2 U 0.80 U 0.21 U

11/21/2019 0.88 I 0.59 U 0.62 U 0.23 U 0.075 U 0.083 U 0.046 U 0.067 U 0.046 U 0.064 U 0.077 U 0.063 U 0.071 U 0.22 U 0.23 U 0.046 U 1.2 U 0.80 U 0.21 U

Notes: NA = Not Available. NS = Not Sampled.

GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 62-777, F.A.C.NADCs = Natural Attenuation Default Source Concentrations specified in Table V of Chapter 62-777, F.A.C.I = Indicates a result greater than or equal to method detection limit but less than practical quanitation limit.U = Indicates a result less than method detection limit.

Bold indicates exceedance of GCTLs. Shaded box indicates exceedance of NADCsCurrent Sampling Data

MW-4

V = Indicates that the analyte was detected at or above the method detection limit in both the sample and the associated method blank and the value of 10 times the blank value was equal to or greater than the associated sample value.

MW-5

MW-6


P:\6CN800101 Tupperware\13 Tables\ Tupperware_Reporting Tables.xlsxGroundwater PAHs & TRPHs

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FIGURES

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GISUser Community

.0 450225

Ft

Tupperware Brand CorporationSouth Orange Blossom Trail

Orlando, Florida

FIGURE 1Aerial Map

LEGENDApproximate Site Location (IT Building)Approximate Property Boundary

N Orange Blossom Trail

Mary Louis LN




APPENDIX A

OCEPD Approval Letter dated August 28, 2019




APPENDIX B

Field Notes for Absorbent Sock and Free Product Gauging/Recovery Events




APPENDIX C

Groundwater Sampling Logs with Equipment Calibration Logs




APPENDIX D

Groundwater Laboratory Analytical Report

ANALYTICAL REPORTEurofins TestAmerica, Tampa6712 Benjamin RoadSuite 100Tampa, FL 33634Tel: (813)885-7427

Laboratory Job ID: 660-98984-1Client Project/Site: Tupperware World HQ

For:HSW Engineering, Inc.605 E. Robinson St.Suite 308Orlando, Florida 32801

Attn: Mr. Jason Cicchetti

Authorized for release by:11/27/2019 11:14:54 AMHaukur Gudnason, Project Manager II(813)[email protected]

Designee for

Jess Hornsby, Project Manager II(813)[email protected]

The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accreditedparameters, exceptions are noted in this report. This report may not be reproduced except in full,and with written approval from the laboratory. For questions please contact the Project Managerat the e-mail address or telephone number listed on this page.

This report has been electronically signed and authorized by the signatory. Electronic signature isintended to be the legally binding equivalent of a traditionally handwritten signature.

Results relate only to the items tested and the sample(s) as received by the laboratory.

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https://secure.testamericainc.com/TotalAccess/login.aspx

http://www.testamericainc.com/services-we-offer/ask-the-expert

http://www.testamericainc.com



Table of Contents

Client: HSW Engineering, Inc.Project/Site: Tupperware World HQ

Laboratory Job ID: 660-98984-1

Page 2 of 26Eurofins TestAmerica, Tampa

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Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6

Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19

Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21

Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23

Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24

Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26

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Sample SummaryJob ID: 660-98984-1Client: HSW Engineering, Inc.

Project/Site: Tupperware World HQ

Lab Sample ID Client Sample ID ReceivedCollectedMatrix Asset ID

660-98984-1 MW-1 Water 11/21/19 08:57 11/22/19 18:10

660-98984-2 MW-2 Water 11/21/19 08:04 11/22/19 18:10

660-98984-3 MW-3 Water 11/21/19 10:26 11/22/19 18:10

660-98984-4 MW-4 Water 11/21/19 11:32 11/22/19 18:10

660-98984-5 MW-5 Water 11/21/19 12:14 11/22/19 18:10

660-98984-6 MW-6 Water 11/21/19 07:22 11/22/19 18:10

660-98984-7 DW-1 Water 11/21/19 09:37 11/22/19 18:10

Eurofins TestAmerica, Tampa

Page 3 of 26 11/27/2019

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Detection SummaryJob ID: 660-98984-1Client: HSW Engineering, Inc.


Client Sample ID: MW-1 Lab Sample ID: 660-98984-1

No Detections.


No Detections.


Total Petroleum Hydrocarbons

(C8-C40)

PQL

1.0 mg/L

MDL

0.24

Analyte Result Qualifier Unit Dil Fac D Method Prep Type

Total/NA1I0.54 FL-PRO Micro


No Detections.


Benzene

PQL

1.0 ug/L

MDL

0.25


Total/NA11.0 8260B

Ethylbenzene 1.0 ug/L0.27 Total/NA12.2 8260B


(C8-C40)

1.0 mg/L0.24 Total/NA11.0 FL-PRO Micro



(C8-C40)

PQL

1.0 mg/L

MDL

0.24


Total/NA1I0.88 FL-PRO Micro

Client Sample ID: DW-1 Lab Sample ID: 660-98984-7

No Detections.


This Detection Summary does not include radiochemical test results.

Page 4 of 26 11/27/2019

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Case NarrativeClient: HSW Engineering, Inc. Job ID: 660-98984-1Project/Site: Tupperware World HQ

Job ID: 660-98984-1

Laboratory: Eurofins TestAmerica, Tampa

Narrative

Receipt

The samples were received on 11/22/2019 6:10 PM; the samples arrived in good condition, properly preserved and, where required, on

ice. The temperature of the cooler at receipt was 0.3º C.

GC/MS VOA No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.

GC/MS Semi VOA

No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.

GC Semi VOA

No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.

Organic Prep Method 3510C: The following samples formed emulsions during the extraction procedure: MW-2 (660-98984-2), MW-3 (660-98984-3), MW-4 (660-98984-4), MW-5 (660-98984-5), MW-6 (660-98984-6), DW-1 (660-98984-7) and (660-98984-A-2 DU). The emulsions were broken up using extra sodium sulfate.

No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.

Eurofins TestAmerica, TampaPage 5 of 26 11/27/2019

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Definitions/GlossaryJob ID: 660-98984-1Client: HSW Engineering, Inc.


Qualifiers

GC/MS VOAQualifier Description

J3 Estimated value; value may not be accurate. Spike recovery or RPD outside of criteria.

Qualifier

U Indicates that the compound was analyzed for but not detected.

GC/MS Semi VOAQualifier Description


Qualifier

GC Semi VOAQualifier Description

I The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit.

Qualifier


GlossaryThese commonly used abbreviations may or may not be present in this report.

¤ Listed under the "D" column to designate that the result is reported on a dry weight basis

Abbreviation

%R Percent Recovery

CFL Contains Free Liquid

CNF Contains No Free Liquid

DER Duplicate Error Ratio (normalized absolute difference)

Dil Fac Dilution Factor

DL Detection Limit (DoD/DOE)

DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample

DLC Decision Level Concentration (Radiochemistry)

EDL Estimated Detection Limit (Dioxin)

LOD Limit of Detection (DoD/DOE)

LOQ Limit of Quantitation (DoD/DOE)

MDA Minimum Detectable Activity (Radiochemistry)

MDC Minimum Detectable Concentration (Radiochemistry)

MDL Method Detection Limit

ML Minimum Level (Dioxin)

NC Not Calculated

ND Not Detected at the reporting limit (or MDL or EDL if shown)

PQL Practical Quantitation Limit

QC Quality Control

RER Relative Error Ratio (Radiochemistry)

RL Reporting Limit or Requested Limit (Radiochemistry)

RPD Relative Percent Difference, a measure of the relative difference between two points

TEF Toxicity Equivalent Factor (Dioxin)

TEQ Toxicity Equivalent Quotient (Dioxin)


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Client Sample ResultsJob ID: 660-98984-1Client: HSW Engineering, Inc.


Lab Sample ID: 660-98984-1Client Sample ID: MW-1Matrix: WaterDate Collected: 11/21/19 08:57

Date Received: 11/22/19 18:10

Method: 8260B - Volatile Organic Compounds (GC/MS)PQL MDL

Benzene 0.25 U 1.0 0.25 ug/L 11/25/19 17:29 1

Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier

1.0 0.27 ug/L 11/25/19 17:29 1Ethylbenzene 0.27 U

1.0 0.24 ug/L 11/25/19 17:29 1Toluene 0.24 U

4.0 0.50 ug/L 11/25/19 17:29 1Xylenes, Total 0.50 U

2.0 0.44 ug/L 11/25/19 17:29 1Methyl tert-butyl ether 0.44 U

2.0 0.36 ug/L 11/25/19 17:29 1m-Xylene & p-Xylene 0.36 U

2.0 0.50 ug/L 11/25/19 17:29 1o-Xylene 0.50 U

Toluene-d8 (Surr) 99 70 - 130 11/25/19 17:29 1

Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery

Dibromofluoromethane 97 11/25/19 17:29 170 - 130

4-Bromofluorobenzene 99 11/25/19 17:29 170 - 130

Method: 8270D - PAHs by GC/MS (SIM)PQL MDL

Acenaphthene 0.25 U 0.75 0.25 ug/L 11/26/19 08:22 11/26/19 12:57 1


0.50 0.081 ug/L 11/26/19 08:22 11/26/19 12:57 1Acenaphthylene 0.081 U

0.50 0.090 ug/L 11/26/19 08:22 11/26/19 12:57 1Anthracene 0.090 U

0.20 0.050 ug/L 11/26/19 08:22 11/26/19 12:57 1Benzo[a]anthracene 0.050 U

0.50 0.073 ug/L 11/26/19 08:22 11/26/19 12:57 1Benzo[a]pyrene 0.073 U

0.10 0.050 ug/L 11/26/19 08:22 11/26/19 12:57 1Benzo[b]fluoranthene 0.050 U

0.50 0.070 ug/L 11/26/19 08:22 11/26/19 12:57 1Benzo[g,h,i]perylene 0.070 U

0.50 0.083 ug/L 11/26/19 08:22 11/26/19 12:57 1Benzo[k]fluoranthene 0.083 U

0.50 0.068 ug/L 11/26/19 08:22 11/26/19 12:57 1Chrysene 0.068 U

0.20 0.077 ug/L 11/26/19 08:22 11/26/19 12:57 1Dibenz(a,h)anthracene 0.077 U

0.75 0.23 ug/L 11/26/19 08:22 11/26/19 12:57 1Fluoranthene 0.23 U

0.75 0.25 ug/L 11/26/19 08:22 11/26/19 12:57 1Fluorene 0.25 U

0.20 0.050 ug/L 11/26/19 08:22 11/26/19 12:57 1Indeno[1,2,3-cd]pyrene 0.050 U

0.75 0.64 ug/L 11/26/19 08:22 11/26/19 12:57 11-Methylnaphthalene 0.64 U


4.0 1.3 ug/L 11/26/19 08:22 11/26/19 12:57 1Naphthalene 1.3 U

3.0 0.86 ug/L 11/26/19 08:22 11/26/19 12:57 1Phenanthrene 0.86 U

0.50 0.22 ug/L 11/26/19 08:22 11/26/19 12:57 1Pyrene 0.22 U

Fluoranthene-d10 57 35 - 140 11/26/19 08:22 11/26/19 12:57 1


2-methylnaphthalene-d10 54 11/26/19 08:22 11/26/19 12:57 119 - 110

Method: FL-PRO Micro - Florida - Petroleum Range Organics (GC)PQL MDL


(C8-C40)

0.24 U 1.0 0.24 mg/L 11/26/19 07:00 11/26/19 12:39 1


o-Terphenyl 91 66 - 139 11/26/19 07:00 11/26/19 12:39 1


n-C39 79 11/26/19 07:00 11/26/19 12:39 140 - 129


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Benzene 0.25 U 1.0 0.25 ug/L 11/25/19 17:50 1



1.0 0.24 ug/L 11/25/19 17:50 1Toluene 0.24 U




2.0 0.50 ug/L 11/25/19 17:50 1o-Xylene 0.50 U

Toluene-d8 (Surr) 98 70 - 130 11/25/19 17:50 1








0.46 0.083 ug/L 11/26/19 08:22 11/26/19 13:41 1Anthracene 0.083 U






0.46 0.063 ug/L 11/26/19 08:22 11/26/19 13:41 1Chrysene 0.063 U



0.69 0.23 ug/L 11/26/19 08:22 11/26/19 13:41 1Fluorene 0.23 U






0.46 0.21 ug/L 11/26/19 08:22 11/26/19 13:41 1Pyrene 0.21 U

Fluoranthene-d10 67 35 - 140 11/26/19 08:22 11/26/19 13:41 1





(C8-C40)

0.24 U 1.0 0.24 mg/L 11/26/19 07:00 11/26/19 12:58 1


o-Terphenyl 91 66 - 139 11/26/19 07:00 11/26/19 12:58 1


n-C39 75 11/26/19 07:00 11/26/19 12:58 140 - 129


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Benzene 0.25 U 1.0 0.25 ug/L 11/25/19 18:11 1



1.0 0.24 ug/L 11/25/19 18:11 1Toluene 0.24 U




2.0 0.50 ug/L 11/25/19 18:11 1o-Xylene 0.50 U

Toluene-d8 (Surr) 98 70 - 130 11/25/19 18:11 1








0.50 0.090 ug/L 11/26/19 08:22 11/26/19 12:48 1Anthracene 0.090 U






0.50 0.068 ug/L 11/26/19 08:22 11/26/19 12:48 1Chrysene 0.068 U



0.75 0.25 ug/L 11/26/19 08:22 11/26/19 12:48 1Fluorene 0.25 U






0.50 0.22 ug/L 11/26/19 08:22 11/26/19 12:48 1Pyrene 0.22 U

Fluoranthene-d10 65 35 - 140 11/26/19 08:22 11/26/19 12:48 1




Total Petroleum Hydrocarbons (C8-C40)

0.54 I 1.0 0.24 mg/L 11/26/19 07:00 11/26/19 13:38 1


o-Terphenyl 77 66 - 139 11/26/19 07:00 11/26/19 13:38 1


n-C39 63 11/26/19 07:00 11/26/19 13:38 140 - 129


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Benzene 0.25 U 1.0 0.25 ug/L 11/25/19 18:32 1



1.0 0.24 ug/L 11/25/19 18:32 1Toluene 0.24 U




2.0 0.50 ug/L 11/25/19 18:32 1o-Xylene 0.50 U

Toluene-d8 (Surr) 100 70 - 130 11/25/19 18:32 1








0.50 0.090 ug/L 11/26/19 08:22 11/26/19 13:09 1Anthracene 0.090 U






0.50 0.068 ug/L 11/26/19 08:22 11/26/19 13:09 1Chrysene 0.068 U



0.75 0.25 ug/L 11/26/19 08:22 11/26/19 13:09 1Fluorene 0.25 U






0.50 0.22 ug/L 11/26/19 08:22 11/26/19 13:09 1Pyrene 0.22 U

Fluoranthene-d10 73 35 - 140 11/26/19 08:22 11/26/19 13:09 1





(C8-C40)

0.24 U 1.0 0.24 mg/L 11/26/19 07:00 11/26/19 13:58 1


o-Terphenyl 89 66 - 139 11/26/19 07:00 11/26/19 13:58 1


n-C39 99 11/26/19 07:00 11/26/19 13:58 140 - 129


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Benzene 1.0 1.0 0.25 ug/L 11/25/19 18:53 1


1.0 0.27 ug/L 11/25/19 18:53 1Ethylbenzene 2.2

1.0 0.24 ug/L 11/25/19 18:53 1Toluene 0.24 U




2.0 0.50 ug/L 11/25/19 18:53 1o-Xylene 0.50 U

Toluene-d8 (Surr) 98 70 - 130 11/25/19 18:53 1








0.45 0.080 ug/L 11/26/19 08:22 11/26/19 15:08 1Anthracene 0.080 U






0.45 0.061 ug/L 11/26/19 08:22 11/26/19 15:08 1Chrysene 0.061 U



0.67 0.22 ug/L 11/26/19 08:22 11/26/19 15:08 1Fluorene 0.22 U






0.45 0.20 ug/L 11/26/19 08:22 11/26/19 15:08 1Pyrene 0.20 U

Fluoranthene-d10 63 35 - 140 11/26/19 08:22 11/26/19 15:08 1





1.0 1.0 0.24 mg/L 11/26/19 07:00 11/26/19 14:17 1


o-Terphenyl 106 66 - 139 11/26/19 07:00 11/26/19 14:17 1


n-C39 73 11/26/19 07:00 11/26/19 14:17 140 - 129


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Benzene 0.25 U 1.0 0.25 ug/L 11/25/19 19:14 1



1.0 0.24 ug/L 11/25/19 19:14 1Toluene 0.24 U




2.0 0.50 ug/L 11/25/19 19:14 1o-Xylene 0.50 U

Toluene-d8 (Surr) 99 70 - 130 11/25/19 19:14 1








0.46 0.083 ug/L 11/26/19 08:22 11/26/19 15:29 1Anthracene 0.083 U






0.46 0.063 ug/L 11/26/19 08:22 11/26/19 15:29 1Chrysene 0.063 U



0.69 0.23 ug/L 11/26/19 08:22 11/26/19 15:29 1Fluorene 0.23 U






0.46 0.21 ug/L 11/26/19 08:22 11/26/19 15:29 1Pyrene 0.21 U

Fluoranthene-d10 62 35 - 140 11/26/19 08:22 11/26/19 15:29 1





0.88 I 1.0 0.24 mg/L 11/26/19 07:00 11/26/19 14:37 1


o-Terphenyl 83 66 - 139 11/26/19 07:00 11/26/19 14:37 1


n-C39 62 11/26/19 07:00 11/26/19 14:37 140 - 129


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Lab Sample ID: 660-98984-7Client Sample ID: DW-1Matrix: WaterDate Collected: 11/21/19 09:37



Benzene 0.25 U 1.0 0.25 ug/L 11/25/19 19:35 1



1.0 0.24 ug/L 11/25/19 19:35 1Toluene 0.24 U




2.0 0.50 ug/L 11/25/19 19:35 1o-Xylene 0.50 U

Toluene-d8 (Surr) 98 70 - 130 11/25/19 19:35 1








0.46 0.083 ug/L 11/26/19 08:22 11/26/19 13:30 1Anthracene 0.083 U






0.46 0.063 ug/L 11/26/19 08:22 11/26/19 13:30 1Chrysene 0.063 U



0.69 0.23 ug/L 11/26/19 08:22 11/26/19 13:30 1Fluorene 0.23 U






0.46 0.21 ug/L 11/26/19 08:22 11/26/19 13:30 1Pyrene 0.21 U

Fluoranthene-d10 61 35 - 140 11/26/19 08:22 11/26/19 13:30 1





(C8-C40)

0.24 U 1.0 0.24 mg/L 11/26/19 07:00 11/26/19 14:57 1


o-Terphenyl 67 66 - 139 11/26/19 07:00 11/26/19 14:57 1


n-C39 46 11/26/19 07:00 11/26/19 14:57 140 - 129


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QC Sample ResultsJob ID: 660-98984-1Client: HSW Engineering, Inc.


Method: 8260B - Volatile Organic Compounds (GC/MS)

Client Sample ID: Method BlankLab Sample ID: MB 660-218756/6Matrix: Water Prep Type: Total/NAAnalysis Batch: 218756

PQL MDL

Benzene 0.25 U 1.0 0.25 ug/L 11/25/19 12:26 1

MB MB

Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier

0.27 U 0.271.0 ug/L 11/25/19 12:26 1Ethylbenzene

0.24 U 0.241.0 ug/L 11/25/19 12:26 1Toluene

0.50 U 0.504.0 ug/L 11/25/19 12:26 1Xylenes, Total

0.44 U 0.442.0 ug/L 11/25/19 12:26 1Methyl tert-butyl ether

0.36 U 0.362.0 ug/L 11/25/19 12:26 1m-Xylene & p-Xylene

0.50 U 0.502.0 ug/L 11/25/19 12:26 1o-Xylene

Toluene-d8 (Surr) 99 70 - 130 11/25/19 12:26 1

MB MB

Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery

99 11/25/19 12:26 1Dibromofluoromethane 70 - 130

102 11/25/19 12:26 14-Bromofluorobenzene 70 - 130

Client Sample ID: Lab Control SampleLab Sample ID: LCS 660-218756/4Matrix: Water Prep Type: Total/NAAnalysis Batch: 218756

Benzene 10.0 8.92 ug/L 89 66 - 131

Analyte

LCS LCS

DUnitResult Qualifier %Rec

Spike

Added

%Rec.

Limits

Ethylbenzene 10.0 9.53 ug/L 95 77 - 117

Toluene 10.0 8.94 ug/L 89 71 - 119

Methyl tert-butyl ether 10.0 6.98 ug/L 70 63 - 123

m-Xylene & p-Xylene 10.0 9.73 ug/L 97 65 - 130

o-Xylene 10.0 9.40 ug/L 94 63 - 130

Toluene-d8 (Surr) 70 - 130

Surrogate

97

LCS LCS

Qualifier Limits%Recovery

97Dibromofluoromethane 70 - 130

1044-Bromofluorobenzene 70 - 130

Client Sample ID: Matrix SpikeLab Sample ID: 400-179910-C-5 MSMatrix: Water Prep Type: Total/NAAnalysis Batch: 218756

Benzene 1.0 10.0 10.5 ug/L 95 66 - 131

Analyte

MS MS


Spike

Added

Sample

Result

Sample

Qualifier

%Rec.

Limits

Ethylbenzene 4.3 10.0 14.7 ug/L 104 77 - 117

Toluene 8.4 10.0 18.4 ug/L 99 71 - 119

Methyl tert-butyl ether 0.44 U 10.0 7.04 ug/L 70 63 - 123

m-Xylene & p-Xylene 56 J3 10.0 70.0 J3 ug/L 138 65 - 130

o-Xylene 2.6 10.0 12.3 ug/L 98 63 - 130


Surrogate

98

MS MS





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Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)

Client Sample ID: Matrix Spike DuplicateLab Sample ID: 400-179910-C-5 MSDMatrix: Water Prep Type: Total/NAAnalysis Batch: 218756

Benzene 1.0 10.0 10.6 ug/L 96 66 - 131 1 30

Analyte

MSD MSD


Spike

Added

Sample

Result

Sample

Qualifier

%Rec.

Limits LimitRPD

RPD

Ethylbenzene 4.3 10.0 14.7 ug/L 103 77 - 117 0 30

Toluene 8.4 10.0 18.3 ug/L 99 71 - 119 0 30

Methyl tert-butyl ether 0.44 U 10.0 7.48 ug/L 75 63 - 123 6 30

m-Xylene & p-Xylene 56 J3 10.0 68.9 ug/L 126 65 - 130 2 30

o-Xylene 2.6 10.0 12.7 ug/L 102 63 - 130 3 30


Surrogate

98

MSD MSD




Method: 8270D - PAHs by GC/MS (SIM)

Client Sample ID: Method BlankLab Sample ID: MB 660-218815/1-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 218797 Prep Batch: 218815

PQL MDL


MB MB


0.081 U 0.0810.50 ug/L 11/26/19 08:22 11/26/19 12:15 1Acenaphthylene

0.090 U 0.0900.50 ug/L 11/26/19 08:22 11/26/19 12:15 1Anthracene

0.050 U 0.0500.20 ug/L 11/26/19 08:22 11/26/19 12:15 1Benzo[a]anthracene

0.073 U 0.0730.50 ug/L 11/26/19 08:22 11/26/19 12:15 1Benzo[a]pyrene

0.050 U 0.0500.10 ug/L 11/26/19 08:22 11/26/19 12:15 1Benzo[b]fluoranthene

0.070 U 0.0700.50 ug/L 11/26/19 08:22 11/26/19 12:15 1Benzo[g,h,i]perylene

0.083 U 0.0830.50 ug/L 11/26/19 08:22 11/26/19 12:15 1Benzo[k]fluoranthene

0.068 U 0.0680.50 ug/L 11/26/19 08:22 11/26/19 12:15 1Chrysene

0.077 U 0.0770.20 ug/L 11/26/19 08:22 11/26/19 12:15 1Dibenz(a,h)anthracene

0.23 U 0.230.75 ug/L 11/26/19 08:22 11/26/19 12:15 1Fluoranthene

0.25 U 0.250.75 ug/L 11/26/19 08:22 11/26/19 12:15 1Fluorene

0.050 U 0.0500.20 ug/L 11/26/19 08:22 11/26/19 12:15 1Indeno[1,2,3-cd]pyrene

0.64 U 0.640.75 ug/L 11/26/19 08:22 11/26/19 12:15 11-Methylnaphthalene

0.67 U 0.670.75 ug/L 11/26/19 08:22 11/26/19 12:15 12-Methylnaphthalene

1.3 U 1.34.0 ug/L 11/26/19 08:22 11/26/19 12:15 1Naphthalene

0.86 U 0.863.0 ug/L 11/26/19 08:22 11/26/19 12:15 1Phenanthrene

0.22 U 0.220.50 ug/L 11/26/19 08:22 11/26/19 12:15 1Pyrene

Fluoranthene-d10 70 35 - 140 11/26/19 12:15 1

MB MB

Surrogate

11/26/19 08:22

Dil FacPrepared AnalyzedQualifier Limits%Recovery

70 11/26/19 08:22 11/26/19 12:15 12-methylnaphthalene-d10 19 - 110

Client Sample ID: Lab Control SampleLab Sample ID: LCS 660-218815/2-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 218797 Prep Batch: 218815

Acenaphthene 20.0 10.8 ug/L 54 35 - 110

Analyte

LCS LCS


Spike

Added

%Rec.

Limits


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Method: 8270D - PAHs by GC/MS (SIM) (Continued)


Acenaphthylene 20.0 10.9 ug/L 54 35 - 110

Analyte

LCS LCS


Spike

Added

%Rec.

Limits

Anthracene 20.0 11.6 ug/L 58 38 - 110

Benzo[a]anthracene 20.0 13.9 ug/L 69 47 - 110

Benzo[a]pyrene 20.0 13.0 ug/L 65 45 - 110

Benzo[b]fluoranthene 20.0 14.3 ug/L 72 47 - 110

Benzo[g,h,i]perylene 20.0 9.46 ug/L 47 47 - 110

Benzo[k]fluoranthene 20.0 12.7 ug/L 63 44 - 110

Chrysene 20.0 13.4 ug/L 67 48 - 110

Dibenz(a,h)anthracene 20.0 10.3 ug/L 51 47 - 110

Fluoranthene 20.0 13.0 ug/L 65 41 - 110

Fluorene 20.0 11.3 ug/L 57 38 - 110

Indeno[1,2,3-cd]pyrene 20.0 10.1 ug/L 51 47 - 112

1-Methylnaphthalene 20.0 10.2 ug/L 51 31 - 110

2-Methylnaphthalene 20.0 10.5 ug/L 52 30 - 110

Naphthalene 20.0 10.3 ug/L 51 32 - 110

Phenanthrene 20.0 11.4 ug/L 57 39 - 110

Pyrene 20.0 14.0 ug/L 70 46 - 110

Fluoranthene-d10 35 - 140

Surrogate

62

LCS LCS


572-methylnaphthalene-d10 19 - 110

Client Sample ID: MW-1Lab Sample ID: 660-98984-1 MSMatrix: Water Prep Type: Total/NAAnalysis Batch: 218797 Prep Batch: 218815

Acenaphthene 0.25 U 19.2 12.2 ug/L 64 35 - 110

Analyte

MS MS


Spike

Added

Sample

Result

Sample

Qualifier

%Rec.

Limits

Acenaphthylene 0.081 U 19.2 12.2 ug/L 63 35 - 110

Anthracene 0.090 U 19.2 12.3 ug/L 64 38 - 110

Benzo[a]anthracene 0.050 U 19.2 14.7 ug/L 76 47 - 110

Benzo[a]pyrene 0.073 U 19.2 14.0 ug/L 73 45 - 110

Benzo[b]fluoranthene 0.050 U 19.2 14.7 ug/L 77 47 - 110

Benzo[g,h,i]perylene 0.070 U 19.2 9.25 ug/L 48 47 - 110

Benzo[k]fluoranthene 0.083 U 19.2 14.1 ug/L 73 44 - 110

Chrysene 0.068 U 19.2 14.2 ug/L 74 48 - 110

Dibenz(a,h)anthracene 0.077 U 19.2 10.5 ug/L 55 47 - 110

Fluoranthene 0.23 U 19.2 13.7 ug/L 71 41 - 110

Fluorene 0.25 U 19.2 12.7 ug/L 66 38 - 110

Indeno[1,2,3-cd]pyrene 0.050 U 19.2 10.1 ug/L 53 47 - 112

1-Methylnaphthalene 0.64 U 19.2 11.3 ug/L 59 31 - 110

2-Methylnaphthalene 0.67 U 19.2 11.5 ug/L 60 30 - 110

Naphthalene 1.3 U 19.2 11.5 ug/L 60 32 - 110

Phenanthrene 0.86 U 19.2 12.2 ug/L 63 39 - 110

Pyrene 0.22 U 19.2 14.9 ug/L 78 46 - 110


Surrogate

66

MS MS



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Method: 8270D - PAHs by GC/MS (SIM) (Continued)

Client Sample ID: MW-1Lab Sample ID: 660-98984-1 MSMatrix: Water Prep Type: Total/NAAnalysis Batch: 218797 Prep Batch: 218815


Surrogate

63

MS MS


Client Sample ID: MW-2Lab Sample ID: 660-98984-2 DUMatrix: Water Prep Type: Total/NAAnalysis Batch: 218797 Prep Batch: 218815

Acenaphthene 0.23 U 0.23 U ug/L NC 25

Analyte

DU DU

DUnitResult Qualifier

Sample

Result

Sample

Qualifier LimitRPD

RPD

Acenaphthylene 0.075 U 0.075 U ug/L NC 25

Anthracene 0.083 U 0.083 U ug/L NC 24

Benzo[a]anthracene 0.046 U 0.046 U ug/L NC 19

Benzo[a]pyrene 0.067 U 0.067 U ug/L NC 20

Benzo[b]fluoranthene 0.046 U 0.046 U ug/L NC 20

Benzo[g,h,i]perylene 0.064 U 0.064 U ug/L NC 21

Benzo[k]fluoranthene 0.077 U 0.077 U ug/L NC 20

Chrysene 0.063 U 0.063 U ug/L NC 20

Dibenz(a,h)anthracene 0.071 U 0.071 U ug/L NC 22

Fluoranthene 0.22 U 0.22 U ug/L NC 24

Fluorene 0.23 U 0.23 U ug/L NC 25

Indeno[1,2,3-cd]pyrene 0.046 U 0.046 U ug/L NC 21

1-Methylnaphthalene 0.59 U 0.59 U ug/L NC 25

2-Methylnaphthalene 0.62 U 0.62 U ug/L NC 30

Naphthalene 1.2 U 1.2 U ug/L NC 35

Phenanthrene 0.80 U 0.80 U ug/L NC 27

Pyrene 0.21 U 0.21 U ug/L NC 21


Surrogate

58

DU DU



Method: FL-PRO Micro - Florida - Petroleum Range Organics (GC)

Client Sample ID: Method BlankLab Sample ID: MB 660-218807/2-AMatrix: Water Prep Type: Total/NAAnalysis Batch: 218816 Prep Batch: 218807

PQL MDL


(C8-C40)

0.24 U 1.0 0.24 mg/L 11/26/19 07:00 11/26/19 10:21 1

MB MB


o-Terphenyl 83 66 - 139 11/26/19 10:21 1

MB MB

Surrogate

11/26/19 07:00

Dil FacPrepared AnalyzedQualifier Limits%Recovery

49 11/26/19 07:00 11/26/19 10:21 1n-C39 40 - 129


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Method: FL-PRO Micro - Florida - Petroleum Range Organics (GC) (Continued)



(C8-C40)

12.1 10.5 mg/L 86 65 - 119

Analyte

LCS LCS


Spike

Added

%Rec.

Limits

o-Terphenyl 66 - 139

Surrogate

83

LCS LCS


94n-C39 40 - 129

Client Sample ID: Matrix SpikeLab Sample ID: 660-98989-G-6-A MSMatrix: Water Prep Type: Total/NAAnalysis Batch: 218816 Prep Batch: 218807


(C8-C40)

0.85 I 12.1 12.5 mg/L 96 65 - 123

Analyte

MS MS


Spike

Added

Sample

Result

Sample

Qualifier

%Rec.

Limits


Surrogate

86

MS MS


92n-C39 40 - 129

Client Sample ID: DuplicateLab Sample ID: 660-98993-G-3-A DUMatrix: Water Prep Type: Total/NAAnalysis Batch: 218816 Prep Batch: 218807


(C8-C40)

0.24 U 0.24 U mg/L NC 20

Analyte

DU DU

DUnitResult Qualifier

Sample

Result

Sample

Qualifier LimitRPD

RPD


Surrogate

82

DU DU


52n-C39 40 - 129


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QC Association SummaryJob ID: 660-98984-1Client: HSW Engineering, Inc.


GC/MS VOA

Analysis Batch: 218756

Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch

Water 8260B660-98984-1 MW-1 Total/NA






Water 8260B660-98984-7 DW-1 Total/NA

Water 8260BMB 660-218756/6 Method Blank Total/NA

Water 8260BLCS 660-218756/4 Lab Control Sample Total/NA

Water 8260B400-179910-C-5 MS Matrix Spike Total/NA

Water 8260B400-179910-C-5 MSD Matrix Spike Duplicate Total/NA

GC/MS Semi VOA



Water 8270D 218815660-98984-3 MW-3 Total/NA


Water 8270D 218815660-98984-7 DW-1 Total/NA







Water 8270D 218815MB 660-218815/1-A Method Blank Total/NA

Water 8270D 218815LCS 660-218815/2-A Lab Control Sample Total/NA

Water 8270D 218815660-98984-1 MS MW-1 Total/NA

Water 8270D 218815660-98984-2 DU MW-2 Total/NA

Prep Batch: 218815


Water 3510C660-98984-1 MW-1 Total/NA






Water 3510C660-98984-7 DW-1 Total/NA

Water 3510CMB 660-218815/1-A Method Blank Total/NA

Water 3510CLCS 660-218815/2-A Lab Control Sample Total/NA

Water 3510C660-98984-1 MS MW-1 Total/NA

Water 3510C660-98984-2 DU MW-2 Total/NA

GC Semi VOA

Prep Batch: 218807


Water MicroExt Prep660-98984-1 MW-1 Total/NA




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QC Association SummaryJob ID: 660-98984-1Client: HSW Engineering, Inc.


GC Semi VOA (Continued)

Prep Batch: 218807 (Continued)





Water MicroExt Prep660-98984-7 DW-1 Total/NA

Water MicroExt PrepMB 660-218807/2-A Method Blank Total/NA

Water MicroExt PrepLCS 660-218807/1-A Lab Control Sample Total/NA

Water MicroExt Prep660-98989-G-6-A MS Matrix Spike Total/NA

Water MicroExt Prep660-98993-G-3-A DU Duplicate Total/NA



Water FL-PRO Micro 218807660-98984-1 MW-1 Total/NA






Water FL-PRO Micro 218807660-98984-7 DW-1 Total/NA

Water FL-PRO Micro 218807MB 660-218807/2-A Method Blank Total/NA

Water FL-PRO Micro 218807LCS 660-218807/1-A Lab Control Sample Total/NA

Water FL-PRO Micro 218807660-98989-G-6-A MS Matrix Spike Total/NA

Water FL-PRO Micro 218807660-98993-G-3-A DU Duplicate Total/NA


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Lab ChronicleClient: HSW Engineering, Inc. Job ID: 660-98984-1Project/Site: Tupperware World HQ

Client Sample ID: MW-1 Lab Sample ID: 660-98984-1Matrix: WaterDate Collected: 11/21/19 08:57


Analysis 8260B K1P11/25/19 17:291 TAL TAM218756

Type

Batch

Method

Batch

Prep Type LabAnalystRun

Prepared

or Analyzed

Initial

Amount Amount

Final Batch

NumberFactor

Dil

Total/NA 5 mL 5 mL

Prep 3510C 218815 11/26/19 08:22 MBS TAL TAMTotal/NA 250 mL 1 mL

Analysis 8270D 1 218797 11/26/19 12:57 MWJ TAL TAMTotal/NA

Prep MicroExt Prep 218807 11/26/19 07:00 MDS TAL TAMTotal/NA 35.06 mL 2 mL

Analysis FL-PRO Micro 1 218816 11/26/19 12:39 K1P TAL TAMTotal/NA




Type

Batch

Method

Batch


Prepared

or Analyzed

Initial

Amount Amount

Final Batch

NumberFactor

Dil

Total/NA 5 mL 5 mL








Type

Batch

Method

Batch


Prepared

or Analyzed

Initial

Amount Amount

Final Batch

NumberFactor

Dil

Total/NA 5 mL 5 mL








Type

Batch

Method

Batch


Prepared

or Analyzed

Initial

Amount Amount

Final Batch

NumberFactor

Dil

Total/NA 5 mL 5 mL








Type

Batch

Method

Batch


Prepared

or Analyzed

Initial

Amount Amount

Final Batch

NumberFactor

Dil

Total/NA 5 mL 5 mL


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Lab ChronicleClient: HSW Engineering, Inc. Job ID: 660-98984-1Project/Site: Tupperware World HQ



Prep 3510C MBS11/26/19 08:22 TAL TAM218815

Type

Batch

Method

Batch


Prepared

or Analyzed

Initial

Amount Amount

Final Batch

NumberFactor

Dil

Total/NA 280 mL 1 mL







Type

Batch

Method

Batch


Prepared

or Analyzed

Initial

Amount Amount

Final Batch

NumberFactor

Dil

Total/NA 5 mL 5 mL





Client Sample ID: DW-1 Lab Sample ID: 660-98984-7Matrix: WaterDate Collected: 11/21/19 09:37



Type

Batch

Method

Batch


Prepared

or Analyzed

Initial

Amount Amount

Final Batch

NumberFactor

Dil

Total/NA 5 mL 5 mL





Laboratory References:

TAL TAM = Eurofins TestAmerica, Tampa, 6712 Benjamin Road, Suite 100, Tampa, FL 33634, TEL (813)885-7427


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Method SummaryJob ID: 660-98984-1Client: HSW Engineering, Inc.


Method Method Description LaboratoryProtocol

SW8468260B Volatile Organic Compounds (GC/MS) TAL TAM

SW8468270D PAHs by GC/MS (SIM) TAL TAM

FL-DEPFL-PRO Micro Florida - Petroleum Range Organics (GC) TAL TAM

SW8463510C Liquid-Liquid Extraction (Separatory Funnel) TAL TAM

SW8465030B Purge and Trap TAL TAM

SW846MicroExt Prep Microextraction TAL TAM

Protocol References:

FL-DEP = State Of Florida Department Of Environmental Protection, Florida Administrative Code.

SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.

Laboratory References:

TAL TAM = Eurofins TestAmerica, Tampa, 6712 Benjamin Road, Suite 100, Tampa, FL 33634, TEL (813)885-7427


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Accreditation/Certification SummaryClient: HSW Engineering, Inc. Job ID: 660-98984-1Project/Site: Tupperware World HQ

Laboratory: Eurofins TestAmerica, TampaThe accreditations/certifications listed below are applicable to this report.

Authority Program Identification Number Expiration Date

Florida E84282NELAP 06-30-20


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Login Sample Receipt Checklist

Client: HSW Engineering, Inc. Job Number: 660-98984-1

Login Number: 98984

Question Answer Comment

Creator: Redding, Charles S

List Source: Eurofins TestAmerica, Tampa

List Number: 1

N/ARadioactivity wasn't checked or is </= background as measured by a survey meter.

TrueThe cooler's custody seal, if present, is intact.

TrueSample custody seals, if present, are intact.

TrueThe cooler or samples do not appear to have been compromised or tampered with.

TrueSamples were received on ice.

TrueCooler Temperature is acceptable.

TrueCooler Temperature is recorded.

TrueCOC is present.

TrueCOC is filled out in ink and legible.

TrueCOC is filled out with all pertinent information.

TrueIs the Field Sampler's name present on COC?

TrueThere are no discrepancies between the containers received and the COC.

TrueSamples are received within Holding Time (excluding tests with immediate HTs)

TrueSample containers have legible labels.

TrueContainers are not broken or leaking.

TrueSample collection date/times are provided.

TrueAppropriate sample containers are used.

TrueSample bottles are completely filled.

TrueSample Preservation Verified.

TrueThere is sufficient vol. for all requested analyses, incl. any requested MS/MSDs

TrueContainers requiring zero headspace have no headspace or bubble is <6mm (1/4").

TrueMultiphasic samples are not present.

TrueSamples do not require splitting or compositing.

N/AResidual Chlorine Checked.

Eurofins TestAmerica, TampaPage 26 of 26 11/27/2019

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Documents

GENERATOR FUEL RELEASES YEAR 2 - SEMIANNUAL MONITORING